Biện pháp cốp pha dầm sàn tầng hầm dự án Sunwah Pearl
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CALCULATION METHOD OF THE FORMWORK FOR BEAM & SLAB AT BASEMENT B1
PROJECT: SUNWAH PEARL – BINH THANH DISTRICT - HCMC.
THUYẾT MINH TÍNH TOÁN
BIỆN PHÁP CỐP PHA DẦM SÀN TẦNG HẦM B1
CALCULATION METHOD OF THE FORMWORK FOR
BEAM & SLAB AT BASEMENT B1
Dự án/ Project: KHU CHUNG CƯ PHƯỜNG 22 – QUẬN BÌNH THẠNH
CONDOMINIUM BLOCKS OF WARD 22,BINH THANH DISTRICT.
Địa điểm/ Addrees: đường Nguyễn Hữu Cảnh, phường 22, quận Bình Thạnh,thành phố Hồ Chí Minh.
Nguyen Huu Canh street,22 Ward,Binh Thanh district,Ho Chi Minh City.
CALCULATION METHOD OF THE FORMWORK FOR BEAM & SLAB AT BASEMENT B1
PROJECT: SUNWAH PEARL – BINH THANH DISTRICT - HCMC.
THUYẾT MINH TÍNH TOÁN
BIỆN PHÁP CỐP PHA DẦM SÀN TẦNG HẦM B1
CALCULATION METHOD OF THE FORMWORK FOR
BEAM & SLAB AT BASEMENT B1
Dự án/ Project: KHU CHUNG CƯ PHƯỜNG 22 – QUẬN BÌNH THẠNH
CONDOMINIUM BLOCKS OF WARD 22,BINH THANH DISTRICT.
Địa điểm/ Addrees: đường Nguyễn Hữu Cảnh, phường 22, quận Bình Thạnh,thành phố Hồ Chí Minh.
Nguyen Huu Canh street,22 Ward,Binh Thanh district,Ho Chi Minh City.
EDITED BY:
NGUYỄN VĂN SAO
CHECKED BY:
APPROVED BY:
D:\Forder GIANG\8.SUNWAY PEARL DETAILS\4 TITLE (khung ten)\logo\logo-sunwah-pearl.png
BAY WATER
COMPANY., Ltd
D:\Forder GIANG\8.SUNWAY PEARL DETAILS\khung ten\logo\du-an-can-ho-sunwah-pearl-300x300.png
SUNWAH PEARL PROJECT
CONDOMINIUM BLOCKS OF WARD, BINH THANH DISTRICT, HCM CITY
MOS FOR FORMWORK FOR BEAM & SLAB AT BASEMENT B1
OCT-2017
OWNER
OWNER
P.A
P.B
P.C
P.D
P.E
P.F
P.G
P.H
P.I
P.K
P.L
81800
10700
11900
1.1 1.2
7200
1.3
5500
1.4
4300
1.5
9400
1.6
4300
1.7
1.8
6000
5500
5500
6700
1.9 1.10
43400
1050
3950
6200
7000
7000
7000
6200
3950
1050
1400 1400
1400 1400
1400 1400
1750
2800
700
2800
1900
1400
1400 1400
2780
145
1900
2510
B1GBY-1b
(200x500)
2800
B1FBY-2
(300x500)
B1FBY-1
495
(300x300)
4600
1400 1400
1400 1400
B1FBX-9
(700x500)
1400 1400
1400 1400
1540 1260
1100
1400 1400
1400 1400
1400 1400
1400 1400
2800
1400 1400
1400 1400
1100
1400 1400
1400 1400
2800
1400 1400
1300
1050 1750
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
9001250
1600 1600
1400 1400
1750
1400 1400
9001250
1050
1750 1050
2800
1400 1400
1000 1750 1850
1050
1400 1400
1750
1400 1400
2800
1250
1000 2200 1400
2150
1400 1400
B1FBX-6
(700x700)
1400 1400
B1GBX-10
(200x500)
3850
1400 1400
150
1050
1700
2800
1400 1400
B1GBY-1
(200x500)
170
6270
6000
B1GBX-10
(200x500)
1400 1400
800
3850
1400 1400
1100
900
1000
1150
2800
1400 1400
B1FBX-5
(250x500)
B1FBX-2
(300x500)
900
P.4
B1FBY-4
(300x500)
6460
1215
400
630
8900
B1FBX-1 (500x650)
400
P.3
B1FBX-4
(300x300)
300
1400 1400
B1FBX-5
(250x500)
2800
800 560
820
2935
145
3360
180
2600
1400 1400
1500 2050
200 200
1445 665
815
B1GBX-2
(200x500)
5350
1.E
1.F
1400
2550
2800
8900
2000
21800
32875
1.D
1400 1400
1400 1400
2550 250
2800
1.C
1400
1400 1400
1000
1.A
1.B
1400 1400
1400 1400
2550
1650 1150
P.2
1400 1400
2800
1650
1400 1400
2450 1150
1400 1400
2800
1400 1400
4900
P.1
B1
ZONE 1
PRELIMINARY STRUCTURAL MEMBER SIZES
- EXCEPTING THE INDICATED NOTES
B3
- THE STRUCTURAL ELEMENT PARAMETERS:
- Slab thickness (mm): Hs=300; Level: SF -2.350m
- Drop panel thickness (mm): Hs=500
- Beam dimension [width (mm)xheight(mm)]: (Show on layout)
B2
ZONE 2
ZONE 3
OWNER
P.A
P.B
P.C
P.D
P.E
P.F
P.G
P.H
P.I
P.K
P.L
81800
10700
11900
1.1 1.2
7200
1.3
5500
1.4
4300
1.5
9400
1.6
4300
1.7
1.8
6000
5500
5500
1.9 1.10
43400
1400
1400 1400
1400
1400 1400
B1FBY-10
(200x500)
1400 1400
B1GBX-6 B1FBX-12a
(200x500) (200x500)
1300
1850
B1FBX-12
(200x500)
B1FBY-10a
(200x500)
B1FBY-9
(300x500)
3915
1720 1030
305
1400
1450 1350
B1FBY-11b
(700x500)
1300 1500
1900
2900
B1FBX-11
(300x300)
8000
3200
1400 1400
1175
1100
1300 1500
7400
2800
B1FBX-9
(700x500)
2550
B1GBY-2d
(200x500)
1100
300
2800
2800
2.3
1400 1400
1400 1400
1400 1400
1300
3050
1400 1400
B1FBX-10
(300x500)
3865
2.2
1400 1400
1400 1400
1400
P.6
1400
1300900
1400
24200
375 2875
1400 1400
1400 1400
1100
1400 1400
1400 1400
2800
1400 1400
B1GBX-5
B1FBY-8
(700x500)
3500
B1FBY-7
(300x500)
B1GBX-4
(200x500)
B1FBX-8a
(300x500)
2800
4700
3250
1100
1300900
17300
1050 1750
430
2800
B1FBX-9
(700x500)
B1FBY-8
(700x500)
2800
B1FBY-7
(300x500)
2.1
3050
2200 1400
B1FBX-8
(250x500)
1400 1400
8300
P.5
1000
1050
1300
2190
3850
B1GBY-2c
(200x500)
2800
3950
1050 1750
8300
B1GBX-10
(200x500)
6200
B1FBY-11 (700x500)
P.4
1750 1050
2800
1400 1400
1000 1750 1850
1400 1400
3850
7000
1400 1400
1700
2800
7000
900
7000
900
6200
1400 1400
3950
1400 1400
B1GBY-1
(200x500)
6270
6000
1050
2530
200
1400 1400
1400 1400
1400 1400
B1FBX-15 (400x500)
200 200
B1FBY-11a (700x500)
1400 1400
1400 1400
1400 1400
1400 1400
900
1400 1400
1200
1400 1400
900 900
1400 1400
2.5
1400 1400
1400 1400
7400
5650
4150
P.8
1400 1400
405
2.4
P.7
1210
1400 1400
1320
900 900 900
2800
1400 1400
3050
B1FBX-15a
(250x500)
1400 1400
B1
ZONE 1
PRELIMINARY STRUCTURAL MEMBER SIZES
- EXCEPTING THE INDICATED NOTES
B3
- THE STRUCTURAL ELEMENT PARAMETERS:
- Slab thickness (mm): Hs=300; Level: SF -2.350m
- Drop panel thickness (mm): Hs=500
- Beam dimension [width (mm)xheight(mm)]: (Show on layout)
B2
ZONE 2
ZONE 3
1400 1400
1400 1400
8400
2000
10700
11900
1400 1400
1400 1400
B1FBY-14
(200x500)
1400 1400
1710
B1FBX-18
(300x500)
630
2800
1400 1400
1015 1785
1400 1400
1400 1400
1400 1400
3200
1400 1400
2800
1400 1400
3200
1400 1400
2800
1400 1400
1425 1375
1400 1400
3200
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1350 1750
1400 1400
2.E 2.D
B1FBX-17
(300x500)
1400 1400
25000
2.H 2.G2.F
B1FBY-15
(200x500)
B1FBY-13
(200x500)
1400 1400
1400 1400
1400 1400
2800
B1GBY
-7
(200x50
0)
2800
B1GBX
-1
(200x50 1
0)
8400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
606
1750 1350
B1FBY-14
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
4900
600
1400 1400
2440
B1GBY
-7
(200x50
0)
494
1220
1200
5446
B1FBX-16b
(200x500)
B1FBX-17
(300x500)
700
B1FBX-22
(250x500) 2300 1400
1400 1400
P.14
1400 1400
2100
1400
1400 1400
1400 1400
958
1539
B1FBX-16a
(200x500)
900
273
2800
1400 1400
2090
1200
520
B1FBX-21
(300x300)
2550
2800
2800 500
1400
2800
2800
1470
1360 1440
900
7000
2140
P.13
405
660
2.9
1400 1400
B1FBX-16
(200x500)
900
5150
1420
2800
1400 1400
1400 1400
1200
3400
B1FBY-18
(300x500)
3050
630
B1FBY-17
(300x500)
600
1400 1400
3900
8950
2.8
2980
8100
P.12
1400 1400
B1FBX-16
(200x500)
1400
3370
1600 1360
410
1400 1400
1400 1400
2300
2800
1400 1400
1400 1400
1400 1400
5050
3050
1400 1400
900
1400 1400
2.7
1400 1400
3200
8100
1200
1400 1400
1400 1400
1400 1400
2800
1400 1400
3050
8400
1400 1400
2.6
P.11
1400 1400
1400 1400
1400 1400
P.10
B1FBY-11a (700x50
1400 1400
1400 1400
1400 1400
1400 1400
4150
7400
2800
1400 1400
3050
OWNER
1400 1400
1400 1400
2.5
P.9
1400 1400
1400 1400
4150
P.8
B1FBX-15a
(250x500)
1400 1400
2.C2.B 2.A
7200
5500
4300
9400
4300
6000
5500
5500
6700
81800
P.A
P.B
P.C
P.D
P.E
P.F
P.G
P.H
P.I
P.K
P.L
P.M
B1
ZONE 1
PRELIMINARY STRUCTURAL MEMBER SIZES
- EXCEPTING THE INDICATED NOTES
B3
- THE STRUCTURAL ELEMENT PARAMETERS:
- Slab thickness (mm): Hs=300; Level: SF -2.350m
- Drop panel thickness (mm): Hs=500
- Beam dimension [width (mm)xheight(mm)]: (Show on layout)
B2
ZONE 2
ZONE 3
1400 1400
B1FBX-10
(300x500)
1400 1400
B1FBY-10
(200x500)
1850
1400 1400
B1FBY-11b
(700x500)
1450 1350
1300
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1540 1260
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
2780
2800
1900
1400
B1
(20 GBY
0x -2a
50
0)
B1
(20 GB
0x Y-2
50
0)
1900
1400 1400
1750
P.N
4800
1400 1400
6750
1400 1400
1400 1400
B1GBX-3
2420
150
150
650
1400 1400
B1FBX-14
B1FBX-7
P.P
6800
4600
470 1530
150
150
B1FBX-12
(200x500)
150
2800
6450
1400
ZONE 1
B2
2150
ZONE 2
3.7
- Beam dimension [width (mm)xheight(mm)]: (Show on layout)
- Drop panel thickness (mm): Hs=500
- Slab thickness (mm): Hs=300; Level: SF -2.350m
- THE STRUCTURAL ELEMENT PARAMETERS:
- EXCEPTING THE INDICATED NOTES
PRELIMINARY STRUCTURAL MEMBER SIZES
12
12
1400 1400
6550
6600
1400 1400
1400 1400
8600
B1GBX-6 B1FBX-12a
(200x500) (200x500)
B1
(20 GBX
0x -6a
50
0)
2000
3200
8250
1400 1400
B1FBY-10a
(200x500)
1400 1400
1400 1400
1720 1030
B1FBY-9
(300x500)
1400 1400
1400 1400
1700
7200
2000 1500
4350
B1FBX-11
(300x300)
305
1400 1400
1400 1400
2350
6550
1400 1400
2550
1400 1400
36800
P.O
950
1400 1400
1400 1400
1500 2000
3.F 3.E
1400 1400
3915
3.G
3.K 3.I 3.H
3.A
3.D 3.C 3.B
1400 1400
B1GBY-2d
(200x500)
1400 1400
6700
815
B1FBY-11 (700x500)
2800
5500
B1GBY-2b
3865
B1FBX-5
(250x500)
P.M
B1FBY-6
300
P.L
B1FBY-5
1175
P.K
B1FBY-6
(250x500)
1300 1500
OWNER
2800
3.1
3.2
2800
3.3
3.4
2800
1400 1400
3.5
2800
B1
3.6
B3
ZONE 3
OWNER
1400
1400 1400
B1FBY-9
(300x500)
B1FBY-10
(200x500)
B1FBY-11b
(700x500)
2400
B1FBY-12
(250x500)
200 200
900 900 900
1400 1400
1400 1400
B1FBY-11a (700x500)
1400
B1FBX-15a
(250x500)
1400 1400
1400 1400
B1FBX-17
(300x500)
864
5500
6700
4800
1500 2000
P.K
P.L
P.M
1700
P.N
3.G
3.K 3.I 3.H
7200
2000
26800
3.F 3.E
6550
2350
2000 1500
2800
B1GBY
-1
(200x50 0
0)
B1FBY-14
(200x500)
B1FBY-14
(200x500)
1400 1400
B1FBY-13
(200x500)
B1FBY-15
(200x500)
1400 1400
1400 1400
B1FBX-16b
(200x500)
150
B1FBX-17
(300x500)
6800
6800
3200
3200
3.A
3.D 3.C 3.B
3.12
P.O
8250
5050
B1FBX-16
(200x500)
3.11
1400 1400
P.11
B1FBX-16
(200x500)
B1FBY-14
(200x500)
4150
B1FBX-16a
(200x500)
8400
1400 1400
2800
8600
1400 1400
150
1400 1400
P.10
1400 1400
1400 1400
1400 1400
3.10
6600
1400 1400
1400 1400
P.9
P.P
B1
ZONE 1
B3
B2
ZONE 2
2800
150
1400 1400
1400 1400
2150
3.8
3.9
6600
5650
400
650 2150
1400 1400
4150
2600
1350
B1FBX-15 (400x500)
3.7
4450
B1FBX-14
(300x500)
900 900
P.8
2150
1400 1400
200
P.7
650
1400 1400
1450 1350
3.6
2800
150
B1FBY-12
(250x500)
1400 1400
1400 1400
B1GBX-6 B1FBX-12a
(200x500) (200x500)
1300
B1FBY-10a
(200x500)
1850
305
3915
1720 1030
1400
B1FBX-12
(200x500)
6600
B1GBY-2d
(200x500)
3865
300
B1FBX-11
(300x300)
1400 1400
1175
2550
2800
150
8600
P.6
B1FBY-11 (700x500)
B1FBX-10
(300x500)
ZONE 3
PRELIMINARY STRUCTURAL MEMBER SIZES
- EXCEPTING THE INDICATED NOTES
- THE STRUCTURAL ELEMENT PARAMETERS:
- Slab thickness (mm): Hs=300; Level: SF -2.350m
- Drop panel thickness (mm): Hs=500
- Beam dimension [width (mm)xheight(mm)]: (Show on layout)
1710
1400 1400
1400 1400
1400 1400
1400 1400
5050
1400 1400
B1FBY-14
(200x500)
B1FBX-18
(300x500)
B1FBX-19
(300x300)
180 875
2440
360
1015 1785
1400 1400
1400 1400
8950
1400 1400
1400 1400
1700
P.K
P.L
4800
P.M
P.N
1700
B1
3.G
3.K 3.I 3.H
ZONE 2
7200
6550
2000
26800
3.F 3.E
2350
1400 1400
B1GBX
-1
(200x50 2
0)
864
1500 2000
B3
2940
1020
6700
B1GBY-1
(200x50 0
0)
P.I
5500
B1GBY
-10
(200x50
0)
1400 1400
3200
2800
2800
2800
2800
5500
2800
2800
2800
6000
3150
3150
1600 1700
1100
2800
B1GBX-9
(200x500)
3.15
1400 1400
1400 1400
B1FBX-23
(300x300)
1200900
B2
2800
900
1200
1400 1400
3200
1400 1400
3200
1400 1400
3200
1400 1400
3200
B1GBY-9
(200x500)
2800
2800
3350
4650
1400 1400
2551
1400 1400
2800
1400 1400
450 2800
1400 1400
B1FBY-19
(300x500)
1200900
830
1400 1400
B1FBY-20
(300x300)
1400 1400
4150
1400 1400
1400 1400
350 2620
4600
1400 1400
3.14
1400 1400
7000
B1FBX-20
(250x500)
150
P.14
ZONE 1
2800
150
5500
1400 1400
5750
1400 1400
1425 1375
3.13
1400 1400
1400 1400
4880
1400 1400
1025
3480
630
1400 1400
B1FBY-16
(300x500)
P.13
2800
150
2705
2090
3.12
1400 1400
1400 1400
B1FBX-17
(300x500)
B1FBY-16a
(250x500)
1400 1400
2800
150
B1FBX-17
(300x500)
8250
P.12
B1FBX-16b
(200x500)
3.11
1400 1400
P.11
B1FBY-14
(200x500)
B1FBX-16a
(200x500)
B1FBY-14
(200x500)
1400 1400
B1FBX-16
(200x500)
B1FBY-15
(200x500)
1400 1400
8400
1400 1400
B1FBX-16
(200x500)
8600
1400 1400
B1FBY-13
(200x500)
1400 1400
P.10
1400 1400
1400 1400
OWNER
2000 1500
3083
6800
6800
3200
3200
3.A
3.D 3.C 3.B
P.O
P.P
ZONE 3
PRELIMINARY STRUCTURAL MEMBER SIZES
- EXCEPTING THE INDICATED NOTES
- THE STRUCTURAL ELEMENT PARAMETERS:
- Slab thickness (mm): Hs=300; Level: SF -2.350m
- Drop panel thickness (mm): Hs=500
- Beam dimension [width (mm)xheight(mm)]: (Show on layout)
OWNER
P.A
P.B
P.C
P.D
P.E
P.F
P.G
P.H
P.I
P.K
P.L
81800
10700
11900
1.1 1.2
7200
1.3
1.4
5500
1.5
4300
9400
1.6
4300
1.7
1.8
6000
5500
1.9 1.10
43400
1050
3950
6200
7000
7000
7000
6200
5500
3950
B1
ZONE 1
1050
1200
B3
1200
1200
4900
P.1
P.2
B2
1200
1200
1200
1200
1200
2000
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
6270
6000
P.3
1200
170
820
1200
1000
1.E
1.F
1200
1200
1200
1.D
8900
32875
1.C
21800
1200
1200
8900
1000
1.A
1.B
1200
1200
1200
ZONE 2
1200
1200
1200
8300
1200
P.4
1200
10700
11900
7200
5500
4300
9400
4300
6000
1200
5500
5500
81800
P.A
P.B
P.C
P.D
P.E
P.F
P.G
P.H
P.I
P.K
P.L
ZONE 3
OWNER
P.A
P.B
P.C
P.D
P.E
P.F
P.G
P.H
P.I
P.K
P.L
81800
10700
11900
7200
5500
4300
9400
4300
6000
5500
5500
6700
1200
8300
1200
P.4
1200
1200
1200
1200
4700
2.1
1200
1200
8300
P.5
P.6
1200
7400
2.2
1200
1200
1200
1200
8000
1200
2.3
1200
1200
1200
7400
5650
1200
2.4
P.7
1200
1200
1200
1200
1200
1200
1200
4150
7400
P.9
2.5
1200
4150
P.8
10700
11900
7200
5500
4300
9400
4300
6000
5500
5500
6700
81800
P.A
P.B
P.C
P.D
P.E
P.F
P.G
P.H
P.I
P.K
P.L
B1
ZONE 1
B3
B2
ZONE 2
ZONE 3
OWNER
P.A
P.B
P.C
P.D
P.E
P.F
P.G
P.H
P.I
P.K
P.L
81800
10700
11900
1.1 1.2
7200
1.3
1.4
5500
4300
1.5
9400
1.6
4300
1.7
1.8
6000
5500
5500
6700
1.9 1.10
43400
3950
6200
7000
7000
1200
1200
7400
5650
1050
1200
7000
6200
3950
1050
1200
1200
1200
1200
1200
1200
1200
4150
7400
P.9
1200
2.5
1200
4150
P.8
P.10
1200
1200
1200
1200
2.7
1200
1200
1200
1200
1200
1200
3900
8950
2.8
1200
P.12
1200
1200
8100
5050
P.11
8100
8400
2.6
2.9
1200
1200
1200
7000
1200
P.13
1200
1200
1200
P.14
1200
1200
B1
ZONE 1
1750 1350
8400
2000
8400
1350 1750
25000
B3
ZONE 3
B2
2.H 2.G2.F
2.E 2.D
2.C2.B 2.A
ZONE 2
10700
11900
7200
5500
4300
9400
4300
6000
5500
5500
6700
81800
P.A
P.B
P.C
P.D
P.E
P.F
P.G
P.H
P.I
P.K
P.L
OWNER
P.I
P.K
5500
P.L
5500
P.M
6700
P.N
4800
B1
ZONE 1
P.2
B3
1200
2000
7200
1700
2350
6550
2000 1500
3200
6800
1200
8900
1200
2000
32875
1.D
21800
1500 2000
1.C
36800
ZONE 2
P.P
P.O
3.A
3.D 3.C 3.B
3.F 3.E
3.G
3.K 3.I 3.H
1200
8900
1000
1.A
1.B
B2
1200
1200
1200
1000
1200
1200
1.E
1.F
1200
6000
1200
1200
3.3
4350
8300
1200
1200
P.4
6550
1200
1200
1200
1200
1200
6270
170
950
P.3
3.1
3.2
1200
3.4
1200
8250
P.5
1200
5500
5500
6700
4800
1500 2000
P.I
P.K
P.L
P.M
1700
P.N
3.G
3.K 3.I 3.H
7200
2000
26800
3.F 3.E
6550
2350
2000 1500
3.A
3.D 3.C 3.B
6800
6800
3200
3200
P.O
P.P
ZONE 3
OWNER
P.I
P.K
P.L
P.M
P.N
B1
ZONE 1
5500
5500
6700
4800
3.F 3.E
3.G
3.K 3.I 3.H
B3
ZONE 3
B2
1500 2000
2000
7200
2000 1500
2350
6550
6800
3200
1200
ZONE 2
1700
36800
P.P
P.O
3.A
3.D 3.C 3.B
3.4
8300
1200
8250
P.5
1200
3.5
4700
2.1
7400
8600
1200
2.2
1200
P.6
3.6
6600
2.3
1200
8000
1200
4450
1200
1200
1200
3.7
1200
6600
7400
5650
P.7
1200
1200
P.8
4150
3.8
3.9
1350
2.4
3.10
2.5
4150
7400
6600
P.9
3.11
P.10
8100
8600
P.11
1200
1200
8400
2.6
3.12
2.7
5500
P.I
5500
P.K
6700
P.L
4800
P.M
P.N
1500 2000
1700
3.G
3.K 3.I 3.H
7200
2000
26800
3.F 3.E
6550
2350
2000 1500
3.A
3.D 3.C 3.B
6800
6800
3200
3200
P.O
P.P
OWNER
P.I
P.K
5500
P.L
P.M
5500
6700
P.N
4800
4150
1500 2000
1700
36800
2350
6550
2000
7200
P.O
3.A
3.D 3.C 3.B
3.F 3.E
3.G
3.K 3.I 3.H
2000 1500
P.P
6800
3200
1200
4150
7400
6600
P.9
3.11
P.10
8100
8600
3.12
2.7
8100
8250
5050
P.11
1200
1200
8400
2.6
1200
3.13
1200
5750
3900
1200
1200
8950
2.8
1200
P.12
2.9
3.14
P.13
5500
7000
1200
1200
3.15
1200
1200
1200
1200
1200
1200
P.14
1200
1200
1200
1200
B1
ZONE 1
5500
B3
B2
5500
6700
4800
ZONE 3
P.I
P.K
P.L
P.M
P.N
ZONE 2
1500 2000
1700
3.G
3.K 3.I 3.H
7200
2000
26800
3.F 3.E
6550
2350
2000 1500
3.A
3.D 3.C 3.B
6800
6800
3200
3200
P.O
P.P
OWNER
P.A
P.B
P.C
P.D
P.E
P.F
P.G
P.H
P.I
P.K
P.L
81800
10700
11900
1.1 1.2
7200
1.3
5500
1.4
4300
1.5
9400
1.6
4300
1.7
6000
1.8
5500
3950
6200
7000
7000
7000
6200
6700
1.9 1.10
43400
1050
5500
3950
B1
ZONE 1
1050
4900
P.1
2800
2450 1150
1650
1400 1400
1400 1400
1400
1400
1400 1400
1400 1400
1400 1400
ZONE 2
1400 1400
1400 1400
1750
2780
1900
1400
1400 1400
2800
1750 1050
2800
1100
2800
1100
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1540 1260
1100
1400 1400
2800
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1050 1750
B1FBX-9
(700x500)
1400 1400
1400 1400
8300
B1GBX-10
(200x500)
1600 1600
1400 1400
P.4
1400 1400
1400 1400
2800
1750
1400 1400
1850
1050
1400 1400
1000 1750
1400 1400
3850
1050
1400 1400
2800
1750
1400 1400
2800
1400 1400
1400
1400 1400
1000 2200
1400 1400
B1GBY-1
(200x500)
170
6270
6000
P.3
B1GBX-10
(200x500)
3850
1400 1400
2800
145
B1FBY-4
(300x500)
B1FBX-6
(700x700)
820
1400 1400
150
1000
1.E
1.F
1400 1400
B1FBX-2
(300x500)
B1FBX-1 (500x650)
1400 1400
1400 1400
630
800 560
B1FBY-1
(300x300)
2800
B1FBX-4
(300x300)
2050
B1FBY-2
(300x500)
2000
2600
1500
8900
5350
1400 1400
B1FBX-5
(250x500)
1400 1400
1.D
21800
32875
1.C
2935
1900
815
B1GBX-2
(200x500)
2800
2550
2800
8900
2800
2800
700
2550 250
B1GBY-1b
(200x500)
1000
1.A
1.B
1400 1400
2550
B2
1650 1150
2800
1400 1400
1400
P.2
1400 1400
1400
1400 1400
B3
B1FBX-8a
B1GBX-5
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
B1GBX-4
(200x500)
B1FBY-8
(700x500)
2.1
430
2190
B1FBX-8
(250x500)
2440
8300
P.5
1050 1750
B1FBY-8
(700x500)
2800
B1GBY-2c
(200x500)
2200 1400
B1FBY-7
(300x500)
1000
B1FBY-7
(300x500)
3850
1400 1400
2800
1400 1400
ZONE 3
OWNER
P.A
P.B
P.C
P.D
P.E
P.F
P.G
P.H
P.I
P.K
P.L
11900
4300
9400
4300
6000
5500
5500
6700
B1FBX-9
(700x500)
2800
1100
2800
1100
1400 1400
1050 1750
1400 1400
1400 1400
8300
B1GBX-10
(200x500)
5500
1750 1050
1400 1400
P.4
7200
2800
1400 1400
1850
1400 1400
1000 1750
1400 1400
3850
1400 1400
10700
2800
1400 1400
B1GBY-1
(200x500)
6270
6000
81800
1400 1400
1720 1030
1400 1400
B1FBY-10a
B1FBY-10
B1FBX-12
(200x500)
B1FBX-12a
(200x500)
B1GBX-6
1400 1400
B1FBY-9
(300x500)
B1FBX-11
8000
2.3
1100
1300 1500
B1FBX-9
(700x500)
1100
305
2800
2800
1400 1400
3050
1400 1400
1400 1400
7400
2800
B1GBY-2d
2.2
1400 1400
B1FBX-10
(300x500)
1400 1400
1400
P.6
1400 1400
3865
B1GBX-5
B1GBX-4
(200x500)
B1FBY-11 (700x500)
B1FBX-8a
(300x500)
430
1400
4700
3050
2800
B1FBY-7
(300x500)
2440
8300
2.1
B1FBY-7
(300x500)
1400 1400
P.5
1050 1750
B1FBX-8
(250x500)
B1FBY-8
(700x500)
2800
1400 1400
2200 1400
B1FBY-8
(700x500)
1000
2190
3850
B1GBY-2c
(200x500)
2800
2800
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
7400
B1FBX-15a
(250x500)
4150
2800
1400 1400
3050
B1FBX-15 (400x500)
1400 1400
1400 1400
1400 1400
2.5
B1FBY-11a (700x500)
1400 1400
1400 1400
1400 1400
7400
5650
4150
P.8
P.9
1400 1400
2.4
P.7
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
3050
B1
ZONE 1
B3
B2
ZONE 2
ZONE 3
B3
P.A
P.14
1220
ZONE 2
1750 1350
10700
P.B
8400
ZONE 3
2.H 2.G2.F
11900
P.C
1400
B1
2000
B1GBX
-1
(200x50 1
0)
1400 1400
8400
2.E 2.D
7200
5500
P.D
4300
P.E
P.F
2800
400
1400 1400
B1FBX-22
(250x500) 2300 1400
1400
1400
1400
1400
1400
1400
1400
1400
1400
1400
9400
P.G
1400
4300
P.H
1400
1400
1400
6000
P.I
1400 1400
1400
1400
1400
1400
1400
1400
1400
1400
1400
1400
1400
1400
1400
1400
1400
1400
1400
1400
1400
5500
P.K
25000
B1FBY-15
(200x500)
B1FBX-16a
(200x500)
1350 1750
1400
1400
1400
1400
1400
1400
B2
1400
1400
2.C2.B 2.A
81800
5500
6700
P.L
1400 1400
1400
3200
1400
2800
1400
1400 1400
1400
1015 1785
1400
1400 1400
1400 1400
B1FBY-14
(200x500)
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
B1FBY-13
(200x500)
1400
3200
1400 1400
1400
2800
1400 1400
1400 1400
1400 1400
1400
1400 1400
1400
1400 1400
1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400
3200
1400
3200
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
B1FBY-11a (700x500)
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
1400 1400
7400
5650
1400 1400
1400 1400
520
1400
1400 1400
P.12
1400 1400
500
1400
1400 1400
2300
1400 1400
2800
1360 1440
B1FBX-21
(300x300)
B1FBY-17
(300x500)
630
2980
2800
1450
2.9
600
2800
2800
3050
1400
700
2.8
1420
3050
B1FBY-18
(300x500)
2800
2100
3050
2800
2800
B1GBY
-7
(200x50
0)
3050
1470
2.6
1400 1400
4150
2.5
405
2.7
1400 1400
7400
P.9
1400 1400
4150
P.8
2800
P.13
660
P.11
8100
8400
1400 1400
2800
2800
ZONE 1
2.4
2800
2140
8100
5050
P.10
3900
8950
P.7
B1GBY
-7
(200x50
0)
7000
3050
1400 1400
8000
B1FBY-11b
2800
B1FBX-15a
(250x500)
1400 1400
B1FBX-16
(200x500)
B1FBX-16b
(200x500)
OWNER
B1FBX-15 (400x500)
OWNER
P.K
5500
P.L
P.M
5500
6700
P.N
B1
ZONE 1
4800
B3
B2
1000
1.A
1.B
2800
1750
ZONE 2
8900
3.G
3.K 3.I 3.H
1400 1400
6800
3200
1400 1400
1400 1400
1540 1260
2420
B1GBX-3
2800
150
1400 1400
1400 1400
1400 1400
1400 1400
P.5
1400 1400
150
3.4
2800
8250
1400 1400
1400 1400
8300
1400 1400
3.3
4350
1400 1400
1400 1400
1400 1400
1400 1400
6270
6550
B1GBX-10
(200x500)
2800
150
1400 1400
P.4
1400 1400
1400 1400
2.1
4700
1400 1400
1400
B1FBX-12
(200x500)
B1FBY-10a
B1FBY-10
B1FBY-9
(300x500)
B1FBX-11
2800
1400 1400
7400
3865
2.2
150
3.5
8600
P.6
B1FBY-11 (700x500)
B1FBX-10
(300x500)
B1GBY-2d
8300
3.1
3.2
950
1400 1400
B1FBX-7
1400 1400
1400 1400
1400 1400
B1GBX-10
(200x500)
1400 1400
1400 1400
1400 1400
1000
12
12
B1
(20 GBY
0x -2a
50
0)
1900
2780
2000 1500
P.O
470 1530
1400 1400
815
170
1400 1400
B1GBY-2b
1400 1400
B1FBY-6
1400 1400
B1FBY-5
6000
2350
6550
2000
B1FBY-6
(250x500)
P.3
B1
(20 GBX
0x -6a
50
0)
36800
7200
1700
1400 1400
1400 1400
1400 1400
1.E
1.F
B1
(20 GB
0x Y-2
50
0)
1400
1400 1400
1400 1400
1900
2000
1400 1400
2800
1.D
B1FBX-5
(250x500)
8900
32875
1.C
21800
1500 2000
3.A
3.D 3.C 3.B
3.F 3.E
P.P
3.6
ZONE 3
OWNER
3.F 3.E
3.G
3.K 3.I 3.H
6550
1400 1400
1400 1400
B1FBY-9
(300x500)
B1FBY-10a
B1FBY-10
305
B1GBY-2d
3865
B1FBY-11 (700x500)
1400 1400
650
B1FBY-12
B1FBY-12
B1FBY-11b
(700x500)
1400 1400
1400 1400
B1FBY-11a (700x500)
1400 1400
8000
7400
5650
B1FBY-14
(200x500)
B1FBY-14
(200x500)
150
B1FBX-17
(300x500)
B1FBX-17
(300x500)
6700
4800
1500 2000
B2
ZONE 2
ZONE 3
P.K
P.L
P.M
3.11
2800
B1GBY
-1
(200x50 0
0)
B1FBY-14
(200x500)
B1FBY-13
(200x500)
1400 1400
5050
B1FBX-16b
(200x500)
2800
1400 1400
2.7
150
1400 1400
B1FBX-16
(200x500)
B1FBX-16
(200x500)
B1FBY-15
(200x500)
1400 1400
B1FBX-16a
(200x500)
8100
1400
1400 1400
1400 1400
1400 1400
7400
1400 1400
4150
4150
8400
1400
1400 1400
8600
1400
3.10
6600
1400
5500
B3
2800
150
1400 1400
2.6
P.11
6600
1400
B1FBX-15a
(250x500)
3.8
3.9
1350
2150
1400 1400
P.9
P.10
4450
2.5
650 2150
1400 1400
P.8
B1FBX-15 (400x500)
3.7
1400 1400
P.7
B1FBX-14
2150
1400 1400
2.4
2800
150
1400 1400
3.6
6600
B1FBX-12a
(200x500)
B1GBX-6
1400 1400
7400
1400
B1FBX-12
(200x500)
B1FBX-11
1720 1030
2.3
2800
150
1400 1400
4700
B1FBX-10
(300x500)
3.5
8600
2.2
B1
2800
150
2.1
P.6
ZONE 1
6800
3200
1400 1400
8300
1400 1400
2000
2000 1500
1400 1400
1400 1400
P.5
7200
1700
2350
8250
1400 1400
1500 2000
36800
P.P
P.O
3.A
3.D 3.C 3.B
1700
P.N
3.G
3.K 3.I 3.H
7200
2000
26800
3.F 3.E
6550
2350
2000 1500
3.A
3.D 3.C 3.B
3.12
6800
6800
3200
3200
P.O
P.P
OWNER
3.F 3.E
3.G
3.K 3.I 3.H
1400
1400
1400 1400
1710
1400 1400
1400 1400
5050
B1FBY-14
(200x500)
1400
360
1015 1785
2440
8950
1400 1400
B1FBX-20
(250x500)
1400
150
2800
2800
2800
2800
1400
1600 1700
1400
1100
3150
1400
1400 1400
1700
1020
6700
B1GBY
-1
(200x50 0
0)
5500
4800
B1
ZONE 1
P.K
B3
ZONE 3
P.L
P.M
P.N
1500 2000
1700
B2
ZONE 2
3.G
3.K 3.I 3.H
7200
2000
26800
3.F 3.E
6550
2350
2800
2800
2800
5500
3150
1400
2800
1400
1400 1400
1400 1400
2800
2800
1400
B1FBX-23
B1GBX-9
(200x500)
2800
450
1400 1400
B1GBY-9
(200x500)
3.15
B1GBX
-1
(200x50 2
0)
1400 1400
B1GBY
-1
(200x50 0
0)
1400 1400
3200
1400 1400
1400 1400
3200
1400
B1FBY-19
(300x500)
3200
1400
4650
1400
830
1400
B1FBY-20
(300x300)
1400
4150
1400
350 2620
4600
1400
3200
P.14
1400
2800
1400
1400 1400
1400
3.14
1400 1400
7000
1375
2800
150
5500
1425
5750
1400
1400
3.13
1400 1400
1400
4880
P.13
1025
B1FBY-16
(300x500)
2090
2800
150
630
1400
B1FBX-19
(300x300)
180 875
1400 1400
1400
B1FBX-18
(300x500)
B1FBY-16a
(250x500)
1400
B1FBX-17
(300x500)
3.12
8250
P.12
2800
150
B1FBX-17
(300x500)
B1FBX-16b
(200x500)
3.11
1400 1400
P.11
B1FBX-16
(200x500)
B1FBY-14
(200x500)
B1FBX-16a
(200x500)
B1FBY-14
(200x500)
1400
B1FBY-13
(200x500)
1400
2800
150
1400 1400
B1FBX-16
(200x500)
B1FBY-15
(200x500)
1400 1400
1400
8400
1400
1400 1400
8600
1400
6800
3200
2000 1500
1400 1400
P.10
6550
2000
7200
1700
2350
6600
1400
1500 2000
36800
P.P
P.O
3.A
3.D 3.C 3.B
2000 1500
3.A
3.D 3.C 3.B
6800
6800
3200
3200
P.O
P.P
OWNER
OWNER
Công ty Cổ phần Hữu hạn xây dựng Trung Quốc
Tầng 6 cao ốc Lawrence S Ting, 801 đường Nguyễn Văn Linh, phường Tân Phú, Q7,TPHCM.
TÍNH TOÁN BIỆN PHÁP CỐP PHA SÀN
CALCULATION METHOD OF THE FORM WORK FOR FLOOR
Công Trình: SUNWAH PEARL PROJECT
Project : SUNWAH PEARL PROJECT
I. Cơ sở tính toán:
Reference documentation :
TCVN 4453-1995:"Kết cấu bê tông và bê tông cốt thép toàn khối-Tiêu chuẩn thi công và nghiệm thu".
TCVN 4453-1995:"Monolithic concrete and reinforced concrete structures"
–Codes for construction,check and acceptance
TCVN 2737-1995:"Tải trọng và tác động-Tiêu chuẩn thiết kế".
TCVN 2737-1995:"Loads and effects–Design standard"
II. Số liệu đầu vào:
Data input:
Stt Danh mục vật tư / Material list
1
Ván ép phủ phim dày 15mm / Film coated plywood , thickness 15mm
2
Sắt hộp 50x50x2mm / Steel box 50x50x2.0mm
3
Sắt hộp 50x100x2mm / Steel box 50x100x2.0mm
Dàn giáo nêm / Wedgelock scaffolding
4
1. Ván ép phủ phim:
Film coated plywood :
Ru =
Ứng suất cho phép:
120
(kG/cm2)
Allowable pressure:
tván=
Ván ép phủ phim dày:
15
(mm)
Thickness of Film coated plywood :
E=
Môđun đàn hồi:
2.60E+04
(kG/cm2)
Elastic modulus :
Mômen quán tính:
Inertia moment :
b*(tván)3/12
I=
=
I=
100*(1.5^3)/12
28.13
(cm4)
Mômen chống uốn:
Bend resistance moment :
I/(tván/2)
W=
2.
3
W=
28.125/(1.5/2)
Sắt hộp 50x50x2.0mm:
Steel box 50x50x2.0mm :
Môđun đàn hồi:
Elastic modulus :
Mômen quán tính:
Inertia moment :
I=
(B*H3/12-b*h3/12)
I=
[5*53/12-(5-2*0.2)*(5-2*0.2)3/12]
Mômen chống uốn:
Bend resistance moment :
W=
I/(H/2)
W=
14.77/(5/2)
Sắt hộp 2x50x100x2.0mm:
Steel box 2x50x100x2.0mm :
Môđun đàn hồi:
Elastic modulus :
Mômen quán tính:
Inertia moment :
I=
(B*H3/12-b*h3/12)
I=
[5*10/12-(5-2*0.2)*(10-2*0.2)3/12]
Mômen chống uốn:
Bend resistance moment :
W=
I/(H/2)
W=
77.52/(10/2)
4
Dung trọng của bêtông :
Dead weight of concrete and rebar :
III. Tải trọng tính toán:
(cm3)
=
37.50
E=
2.03E+06
=
14.77
(cm4)
=
5.91
(cm3)
E=
2.03E+06
=
77.52
(cm4)
=
g=
15.50
2,500
(cm3)
(kG/m3)
(kG/cm2)
(kG/cm2)
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