xuong sua chua xe.pdf
TRANSCRIPT
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X g
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75x45x15x2.3t
n 4.5 m
m
D
m d
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X g
C
75x45x15x2.3L60x60x4
bulon
g m
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ru thp D
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L60x60x4D
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Cng ty TNHH c kh xy dng Tun KhoaD n dy chuyn Nh my xi mng Cng Thanh
C.D 01 mi ni
s mi ni
TC.D mi ni
(m) (m) (m) (m) (kg/m) (kg)
I
01 1350 12 0 0 0 1.35 10 7 70 94.5 0.888 83.916
02 1350 12 0 0 0 1.35 10 7 70 94.5 0.888 83.916
03 300 1830 18 0 0 0 2.13 3 7 21 44.73 2 89.460
04 300 2880 18 0 0 0 3.18 3 7 21 66.78 2 133.560
05 250 15050
8 0 0 0 0.9 8 7 56 50.4 0.395 19.908
01 1350 12 0 0 0 1.35 10 7 70 94.5 0.888 83.916
02 1350 12 0 0 0 1.35 10 7 70 94.5 0.888 83.916
03 300 1830 18 0 0 0 2.13 3 7 21 44.73 2 89.460
04 300 2880 18 0 0 0 3.18 3 7 21 66.78 2 133.560
05 250 15050
8 0 0 0 0.9 8 7 56 50.4 0.395 19.908
01 1350 12 0 0 0 1.35 10 7 70 94.5 0.888 83.916
02 1350 12 0 0 0 1.35 10 7 70 94.5 0.888 83.916
CNG HA X HI CH NGHA VIT NAM c lp t do hnh phc
BNG DIN GII KHI LNG THP
Tn cu kin
s hiu ct thp Hnh dng thp
Quy cch
S mi ni /01 thanhC.Di 01
thanhs
lng/01 cu kin
S lng cu kin
Tng s lng
cu kinGhi ch
Tng C.di T trng T.lng
PHN MNG
M
NG
M1
M
NG
M2
M
NG
M3
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C.D 01 mi ni
s mi ni
TC.D mi ni
(m) (m) (m) (m) (kg/m) (kg)
Tn cu kin
s hiu ct thp Hnh dng thp
Quy cch
S mi ni /01 thanhC.Di 01
thanhs
lng/01 cu kin
S lng cu kin
Tng s lng
cu kinGhi ch
Tng C.di T trng T.lng
03 300 1830 18 0 0 0 2.13 3 7 21 44.73 2 89.460
04 300 2880 18 0 0 0 3.18 3 7 21 66.78 2 133.560
05 250 15050
8 0 0 0 0.9 8 7 56 50.4 0.395 19.908
II
06 250 5470 18 0 0 0 5.72 3 7 21 120.12 2 240.240
07 250 4420 18 0 0 0 4.67 3 7 21 98.07 2 196.140
05 250 25050
8 0 0 0 1.1 36 7 252 277.2 0.395 109.494
08 250 5970 18 0 0 0 6.22 3 7 21 130.62 2 261.240
09 250 4920 18 0 0 0 5.17 3 7 21 108.57 2 217.140
05 250 25050
8 0 0 0 1.1 40 7 280 308 0.395 121.660
06 250 6380 18 0 0 0 6.63 3 7 21 139.23 2 278.460
07 250 5330 18 0 0 0 5.58 3 7 21 117.18 2 234.360
05 250 25050
8 0 0 0 1.1 42 7 294 323.4 0.395 127.743
III
01 350 12000 350 18 0.7 1 0.7 12.7 2 7 14 187.6 2 375.200
PHN CT
C
T C
1
PHN DM
M
NG
M3
C
T C
2C
T
C3
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C.D 01 mi ni
s mi ni
TC.D mi ni
(m) (m) (m) (m) (kg/m) (kg)
Tn cu kin
s hiu ct thp Hnh dng thp
Quy cch
S mi ni /01 thanhC.Di 01
thanhs
lng/01 cu kin
S lng cu kin
Tng s lng
cu kinGhi ch
Tng C.di T trng T.lng
02 12000 18 0.7 1 0.7 12 2 7 14 177.8 2 355.600
03 350 1600 18 0 0 0 1.95 1 7 7 13.65 2 27.300
04 2710 18 0 0 0 2.71 1 7 7 18.97 2 37.940
05 350 2250 18 0 0 0 2.6 1 7 7 18.2 2 36.400
06 4400 18 0 0 0 4.4 1 7 7 30.8 2 61.600
07 3760 18 0 0 0 3.76 1 7 7 26.32 2 52.640
08 350 15050
8 0 0 0 1.1 85 7 595 654.5 0.395 258.528
09 350 24250 350 18 0.7 2 1.4 24.95 2 3 6 158.1 2 316.200
10 24250 18 0.7 2 1.4 24.25 2 3 6 153.9 2 307.800
11 250 15050
8 0 0 0 0.9 162 3 486 437.4 0.395 172.773
5,020.738
CH BAN QLDA DY CHUY
CH U T N V THI CNGBAN QLDA DY CHUYN II C.TY TNHH C KH XY DNG TUN KHOA
D
M D
2
Tng cng
D
M D
1
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Cng ty TNHH c kh xy dng Tun KhoaD n dy chuyn Nh my xi mng Cng Thanh
S lng Di Rng Cao Din tch Khi lng Din gii Ghi ch
N B/R(m) W(m) h(m) S(m2) V(m3)
I B tng lt m 5.376
- Mng M1, M2, M3 21 1.600 1.600 0.100 5.376 V=N*B*W*h
II B tng mng m 16.303
- Mng M1, M2, M3 21 1.400 1.400 0.250 10.290 V=N*B*W*h
1.400 1.400
Phn vt 21 0.250 4.690
0.400 0.400
C ct 21 0.300 0.300 0.700 1.323 V=N*B*W*h
III B tng ct m 11.290
Kho cha thuc n
- Ct C1 7 0.300 0.300 5.500 3.465 V=N*B*W*h
- Ct C2 7 0.300 0.300 6.000 3.780 V=N*B*W*h
- Ct C2 7 0.300 0.300 6.420 4.045 V=N*B*W*h
IV B tng dm m 10.212
- Dm D1 7 12.000 0.200 0.400 6.720 V=N*B*W*h
Tr i ct -21 0.300 0.200 0.400 -0.504 V=N*B*W*h
- Dm D2 3 24.300 0.200 0.300 4.374 V=N*B*W*h
Tr i ct -21 0.300 0.200 0.300 -0.378 V=N*B*W*h
CNG HA X HI CH NGHA VIT NAM c lp t do hnh phc
BNG DIN GII KHI LNG B TNG + TN + X G
Stt Ni dung cng vic n v
V=[B1xW1+(B1+B2)x(W1+W2)+B2xW2]xh/6
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S lng Di Rng Cao Din tch Khi lng Din gii Ghi ch
N B/R(m) W(m) h(m) S(m2) V(m3)Stt Ni dung cng vic n v
Tn mu 0.45 mm m2 291.6X g C75*45*15*2.3 m 316Thp hnh L60x60x5 m 18
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