KH Tinh Lun Mong Coc
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Transcript of KH Tinh Lun Mong Coc
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7/25/2019 KH Tinh Lun Mong Coc
1/21
TNHLN MNG CC
THEO TIU CHUN TCXD 205:1998, TCVN 9362:2012
I CC: PC-66 Cc: Vung
Ti trng tiu chun ln ct mt i:
Ntc
= 9100.9 TChiu cao i h= 2.5 m
su y i: 5.9 m
su mi cc: 36 m
Slng cc: 94
Kch thc nhm cc trong i:
a = 12.7 m
(Phng moment)b = 20.9 m
L = 30.1 m
Ranh gii ca mng quy c xc nh theo:A = a + 2L.tan(tb/4)
B = b + 2L.tan(tb/4)
L.tan(tb/4) ly khng ln hn 2d khi di mi cc c lp
st bi vi chsst IL> 0,6.
d - kch thc cnh cc, d = 0.45 m
khong cch tmp cc n mp i: 0.15 m
tb- gc ma st trong trung bnh cc lp t
trong phm vi chiu di cc
Tra cht. HKhoan: HK2
Lp t Tn loi t Dy (m) w
T/m3IL (o)
Eo
kG/cm2li(m)
1 t lp 0.4 1.8
2 St pha, do cng 2.6 1.91 16.08 126.9 2.6
3 St pha, do chy 3.7 1.71 8.00 50.2 0.8
4 Ct ht nh, km cht 7.8 1.85 30.00 100 7.8
5 Ct ht nh, cht va 40.5 1.92 32.00 140 21.5
6 Cui si, rt cht 9.1 2 35.00 500 0
Suy ra: tb= 32.23o
A = 21.22 m
B = 29.42 m
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Xc nh trng lng khi mng quy c: Nqu= N1+ N2- N3+ N4= 42397 T
Trng lng trong phm vi ty i trln: N1= A.B.h.(tb= 2T/m3) = 3122 T
Trng lng bn thn cc: N2= 1713.15 T
Trng lng trt bcc thay th: N3= 1181.01 T
Trng lng cc lp t trong phm vi cc: N4= A.B.ili= 38743 T
Ti trng tiu chun vtm y mng quy c: N = Ntc
+ Nqu= 51498 Tp lc tiu chun ln y mng quy c: 82.5 T/m2
ng sut do p lc bn thn t y mng quy c: bt= ili= 62.0 T/m2
ng sut gy ln ti y mng quy c: 20.4 T/m2
Tnh ln theo phng php cng ln cc lp phn t:
Chia nn t di y mng quy c thnh cc lp phn tc chiu dy
khng ln hn A/5 = 4.24 m
Trong mi lp phn tthi tnh ln theo cng thc sau:
- Hsphthuc vo hskhng nhng ca lp t. Quy phm cho php ly = 0,8Eoi- Module bin dn ca lp t thi
ng sut gy ln ti su z
ng sut bn thn cc lp t ti chiu su z:
su di y Chiu dy su Lp t Ko Eoi Si
mng quy c, m hi, m thc, m T/m2 T/m2 kG/cm2 mm
0 4.24 36.00 5 1 62.0 20.4 140 50
4.24 4.24 40.24 5 0.971 70.2 19.8 140 48
8.49 4.24 44.49 5 0.847 78.3 17.3 140 42
12.73 4.24 48.73 5 0.680 86.5 13.9 140 34
16.98 2.02 52.98 5 0.530 94.6 10.8 140 12
19.00 4.24 55.00 6 0.469 98.5 9.6 500 7
23.24 4.24 59.24 6 0.366 107.0 7.5 500 5
27.49 0.61 63.49 6 0.290 115.5 5.9 500 1
28.10 -64.10 64.10 0 0.280 116.7 5.7 0 #DIV/0!
-36.00 #N/A 0.00 #N/A -0.190 116.7 -3.9 #N/A #N/A
#N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A
#N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A
#N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A
Dng tnh ln ti im c 5 su 48.73 m
ln dbo l : S = Si= 173 mm
.
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Tnh ln theo phng php lp bin dng tuyn tnh c chiu dy hu hn
Vi mng b cc c kch thc ln hn 10x10m.ln ca mng xc nh theo TCVN 9362:2012:
trong :b l chiu rng mng: b = 13.45 m
p l p lc trung bnh ln nn ti mt phng y i p = 37.5 T/m2
M l hsiu chnh, phthuc m = 2H/b M = 0.75
n l slp phn chia theo tnh chu nn trong phm vi lp n hi H
k l hsxc nh theo bng C.3 ca TCVN 9362:2012 i vi lp thi phthuc hnh dng y mn
tscc cnh mng chnht n=l/b v ts2z/b
Eil module bin dng ca lp thi
Httl chiu dy tnh ton ca lp bin dng tuyn tnh: H = Ho+ t.b
Trng hp Ho(m) t ng vi trng hp t nn 21 t nn loi st 9 0.15 Htt= 7.345 m
2 t nn loi ct 6 0.1 n=l/b = 1.60967
3 Nn gm cst, ct 7.5 0.125 m =2H/b = 6.44535
Vi mng cc, tng chiu dy tnh ton ca lp ln mt lng bng su hcc vi module bin dng
ca lp m cc xuyn qua ly bng module n hi vt liu cc: 2.9E+06 T/m2
H = 43.345 m
Z su Lp t Ei 2z/b Ki Ki- Ki-1
m thc, m T/m2
0.8 6.7 3 2900000 0.118959 0.0297 0.02974
30.1 36 4 2900000 4.475836 0.7688 0.73908
43.345 49.245 5 1400 6.445353 0.8529 0.08407
43.345 49.245 5 1400 6.445353 0.8529 0
S = 23 mm
ln ly theo phng php 2: S = 23 mm
cng cc: 5700 T/m
..
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TNHLN MNG CC
THEO TIU CHUN TCXD 205:1998, TCVN 9362:2012
I CC: PC-66 Cc: Vung
Ti trng tiu chun ln ct mt i:
Ntc
= 1165.2 TChiu cao i h= 2 m
su y i: 5.4 m
su mi cc: 36 m
Slng cc: 10
Kch thc nhm cc trong i:
a = 2.5 m
(Phng moment)b = 4.5 m
L = 30.6 m
Ranh gii ca mng quy c xc nh theo:A = a + 2L.tan(tb/4)
B = b + 2L.tan(tb/4)
L.tan(tb/4) ly khng ln hn 2d khi di mi cc c lp
st bi vi chsst IL> 0,6.
d - kch thc cnh cc, d = 0.45 m
khong cch tmp cc n mp i: 0.15 m
tb- gc ma st trong trung bnh cc lp t
trong phm vi chiu di cc
Tra cht. HKhoan: HK2
Lp t Tn loi t Dy (m) w
T/m3IL (o)
Eo
kG/cm2li(m)
1 t lp 0.4 1.8
2 St pha, do cng 2.6 1.91 16.08 126.9 2.6
3 St pha, do chy 3.7 1.71 8.00 50.2 1.3
4 Ct ht nh, km cht 7.8 1.85 30.00 100 7.8
5 Ct ht nh, cht va 40.5 1.92 32.00 140 21.5
6 Cui si, rt cht 9.1 2 35.00 500 0
Suy ra: tb= 31.84o
A = 11.06 m
B = 13.06 m
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Xc nh trng lng khi mng quy c: Nqu= N1+ N2- N3+ N4= 9713 T
Trng lng trong phm vi ty i trln: N1= A.B.h.(tb= 2T/m3) = 577 T
Trng lng bn thn cc: N2= 182.25 T
Trng lng trt bcc thay th: N3= 127.37 T
Trng lng cc lp t trong phm vi cc: N4= A.B.ili= 9080 T
Ti trng tiu chun vtm y mng quy c: N = Ntc
+ Nqu= 10878 Tp lc tiu chun ln y mng quy c: 75.4 T/m2
ng sut do p lc bn thn t y mng quy c: bt= ili= 62.9 T/m2
ng sut gy ln ti y mng quy c: 12.5 T/m2
Tnh ln theo phng php cng ln cc lp phn t:
Chia nn t di y mng quy c thnh cc lp phn tc chiu dy
khng ln hn A/5 = 2.21 m
Trong mi lp phn tthi tnh ln theo cng thc sau:
- Hsphthuc vo hskhng nhng ca lp t. Quy phm cho php ly = 0,8Eoi- Module bin dn ca lp t thi
ng sut gy ln ti su z
ng sut bn thn cc lp t ti chiu su z:
su di y Chiu dy su Lp t Ko Eoi Si
mng quy c, m hi, m thc, m T/m2 T/m2 kG/cm2 mm
0 2.21 36.00 5 1 62.9 12.5 140 16
2.21 2.21 38.21 5 0.967 67.1 12.0 140 15
4.42 2.21 40.42 5 0.828 71.4 10.3 140 13
6.63 2.21 42.63 5 0.648 75.6 8.1 140 10
8.85 2.21 44.85 5 0.492 79.9 6.1 140 8
11.06 2.21 47.06 5 0.375 84.1 4.7 140 6
13.27 2.21 49.27 5 0.290 88.4 3.6 140 5
15.48 2.21 51.48 5 0.229 92.6 2.9 140 4
17.69 1.31 53.69 5 0.184 96.9 2.3 140 2
19.00 2.21 55.00 6 0.163 99.4 2.0 500 1
21.21 2.21 57.21 6 0.135 103.8 1.7 500 1
23.42 2.21 59.42 6 0.113 108.2 1.4 500 0
25.63 2.21 61.63 6 0.096 112.6 1.2 500 0
Dng tnh ln ti im c 5 su 36.00 m
ln dbo l : S = Si= 16 mm
.
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Tnh ln theo phng php lp bin dng tuyn tnh c chiu dy hu hn
Vi mng b cc c kch thc ln hn 10x10m.ln ca mng xc nh theo TCVN 9362:2012:
trong :b l chiu rng mng: b = 3.25 m
p l p lc trung bnh ln nn ti mt phng y i p = 73.3 T/m2
M l hsiu chnh, phthuc m = 2H/b M = #REF!
n l slp phn chia theo tnh chu nn trong phm vi lp n hi H
k l hsxc nh theo bng C.3 ca TCVN 9362:2012 i vi lp thi phthuc hnh dng y mn
tscc cnh mng chnht n=l/b v ts2z/b
Eil module bin dng ca lp thi
Httl chiu dy tnh ton ca lp bin dng tuyn tnh: H = Ho+ t.b
Trng hp Ho(m) t ng vi trng hp t nn 21 t nn loi st 9 0.15 Htt= 6.325 m
2 t nn loi ct 6 0.1 n=l/b = 1.61538
3 Nn gm cst, ct 7.5 0.125 m =2H/b = 26.0462
Vi mng cc, tng chiu dy tnh ton ca lp ln mt lng bng su hcc vi module bin dng
ca lp m cc xuyn qua ly bng module n hi vt liu cc: 2.9E+06 T/m2
H = 42.325 m
Z su Lp t Ei 2z/b Ki Ki- Ki-1
m thc, m T/m2
1.3 6.7 3 2900000 0.8 0.2 0.2
30.6 36 4 2900000 18.83077 0.8538 0.65377
42.325 47.725 5 1400 26.04615 0 -0.8538
42.325 47.725 5 1400 26.04615 0 0
S = #REF! mm
ln ly theo phng php 1: S = 16 mm
cng cc: 11080 T/m
..
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TNHLN MNG CC
THEO TIU CHUN TCXD 205:1998, TCVN 9362:2012
I CC: PC-66 Cc: Vung
Ti trng tiu chun ln ct mt i:
Ntc
= 1127.8 TChiu cao i h= 2 m
su y i: 5.4 m
su mi cc: 36 m
Slng cc: 10
Kch thc nhm cc trong i:
a = 2.5 m
(Phng moment)b = 4.5 m
L = 30.6 m
Ranh gii ca mng quy c xc nh theo:A = a + 2L.tan(tb/4)
B = b + 2L.tan(tb/4)
L.tan(tb/4) ly khng ln hn 2d khi di mi cc c lp
st bi vi chsst IL> 0,6.
d - kch thc cnh cc, d = 0.45 m
khong cch tmp cc n mp i: 0.15 m
tb- gc ma st trong trung bnh cc lp t
trong phm vi chiu di cc
Tra cht. HKhoan: HK2
Lp t Tn loi t Dy (m) w
T/m3IL (o)
Eo
kG/cm2li(m)
1 t lp 0.4 1.8
2 St pha, do cng 2.6 1.91 16.08 126.9 2.6
3 St pha, do chy 3.7 1.71 8.00 50.2 1.3
4 Ct ht nh, km cht 7.8 1.85 30.00 100 7.8
5 Ct ht nh, cht va 40.5 1.92 32.00 140 21.5
6 Cui si, rt cht 9.1 2 35.00 500 0
Suy ra: tb= 31.84o
A = 11.06 m
B = 13.06 m
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Xc nh trng lng khi mng quy c: Nqu= N1+ N2- N3+ N4= 9713 T
Trng lng trong phm vi ty i trln: N1= A.B.h.(tb= 2T/m3) = 577 T
Trng lng bn thn cc: N2= 182.25 T
Trng lng trt bcc thay th: N3= 127.37 T
Trng lng cc lp t trong phm vi cc: N4= A.B.ili= 9080 T
Ti trng tiu chun vtm y mng quy c: N = Ntc
+ Nqu= 10841 Tp lc tiu chun ln y mng quy c: 75.1 T/m2
ng sut do p lc bn thn t y mng quy c: bt= ili= 62.9 T/m2
ng sut gy ln ti y mng quy c: 12.2 T/m2
Tnh ln theo phng php cng ln cc lp phn t:
Chia nn t di y mng quy c thnh cc lp phn tc chiu dy
khng ln hn A/5 = 2.21 m
Trong mi lp phn tthi tnh ln theo cng thc sau:
- Hsphthuc vo hskhng nhng ca lp t. Quy phm cho php ly = 0,8Eoi- Module bin dn ca lp t thi
ng sut gy ln ti su z
ng sut bn thn cc lp t ti chiu su z:
su di y Chiu dy su Lp t Ko Eoi Si
mng quy c, m hi, m thc, m T/m2 T/m2 kG/cm2 mm
0 2.21 36.00 5 1 62.9 12.2 140 15
2.21 2.21 38.21 5 0.967 67.1 11.8 140 15
4.42 2.21 40.42 5 0.828 71.4 10.1 140 13
6.63 2.21 42.63 5 0.648 75.6 7.9 140 10
8.85 2.21 44.85 5 0.492 79.9 6.0 140 8
11.06 2.21 47.06 5 0.375 84.1 4.6 140 6
13.27 2.21 49.27 5 0.290 88.4 3.5 140 4
15.48 2.21 51.48 5 0.229 92.6 2.8 140 4
17.69 1.31 53.69 5 0.184 96.9 2.2 140 2
19.00 2.21 55.00 6 0.163 99.4 2.0 500 1
21.21 2.21 57.21 6 0.135 103.8 1.6 500 1
23.42 2.21 59.42 6 0.113 108.2 1.4 500 0
25.63 2.21 61.63 6 0.096 112.6 1.2 500 0
Dng tnh ln ti im c 5 su 36.00 m
ln dbo l : S = Si= 15 mm
.
8 / 21
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9/21
Tnh ln theo phng php lp bin dng tuyn tnh c chiu dy hu hn
Vi mng b cc c kch thc ln hn 10x10m.ln ca mng xc nh theo TCVN 9362:2012:
trong :b l chiu rng mng: b = 3.25 m
p l p lc trung bnh ln nn ti mt phng y i p = 71.1 T/m2
M l hsiu chnh, phthuc m = 2H/b M = #REF!
n l slp phn chia theo tnh chu nn trong phm vi lp n hi H
k l hsxc nh theo bng C.3 ca TCVN 9362:2012 i vi lp thi phthuc hnh dng y mn
tscc cnh mng chnht n=l/b v ts2z/b
Eil module bin dng ca lp thi
Httl chiu dy tnh ton ca lp bin dng tuyn tnh: H = Ho+ t.b
Trng hp Ho(m) t ng vi trng hp t nn 21 t nn loi st 9 0.15 Htt= 6.325 m
2 t nn loi ct 6 0.1 n=l/b = 1.61538
3 Nn gm cst, ct 7.5 0.125 m =2H/b = 26.0462
Vi mng cc, tng chiu dy tnh ton ca lp ln mt lng bng su hcc vi module bin dng
ca lp m cc xuyn qua ly bng module n hi vt liu cc: 2.9E+06 T/m2
H = 42.325 m
Z su Lp t Ei 2z/b Ki Ki- Ki-1
m thc, m T/m2
1.3 6.7 3 2900000 0.8 0.2 0.2
30.6 36 4 2900000 18.83077 0.8538 0.65377
42.325 47.725 5 1400 26.04615 0 -0.8538
42.325 47.725 5 1400 26.04615 0 0
S = #REF! mm
ln ly theo phng php 1: S = 15 mm
cng cc: 11070 T/m
..
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TNHLN MNG CC
THEO TIU CHUN TCXD 205:1998, TCVN 9362:2012
I CC: PC-66 Cc: Vung
Ti trng tiu chun ln ct mt i:
Ntc
= 1635.7 TChiu cao i h= 2 m
su y i: 5.4 m
su mi cc: 36 m
Slng cc: 13
Kch thc nhm cc trong i:
a = 5.95 m
(Phng moment)b = 5.95 m
L = 30.6 m
Ranh gii ca mng quy c xc nh theo:A = a + 2L.tan(tb/4)
B = b + 2L.tan(tb/4)
L.tan(tb/4) ly khng ln hn 2d khi di mi cc c lp
st bi vi chsst IL> 0,6.
d - kch thc cnh cc, d = 0.45 m
khong cch tmp cc n mp i: 0.15 m
tb- gc ma st trong trung bnh cc lp t
trong phm vi chiu di cc
Tra cht. HKhoan: HK2
Lp t Tn loi t Dy (m) w
T/m3IL (o)
Eo
kG/cm2li(m)
1 t lp 0.4 1.8
2 St pha, do cng 2.6 1.91 16.08 126.9 2.6
3 St pha, do chy 3.7 1.71 8.00 50.2 1.3
4 Ct ht nh, km cht 7.8 1.85 30.00 100 7.8
5 Ct ht nh, cht va 40.5 1.92 32.00 140 21.5
6 Cui si, rt cht 9.1 2 35.00 500 0
Suy ra: tb= 31.84o
A = 14.51 m
B = 14.51 m
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Xc nh trng lng khi mng quy c: Nqu= N1+ N2- N3+ N4= 14150 T
Trng lng trong phm vi ty i trln: N1= A.B.h.(tb= 2T/m3) = 842 T
Trng lng bn thn cc: N2= 236.925 T
Trng lng trt bcc thay th: N3= 165.58 T
Trng lng cc lp t trong phm vi cc: N4= A.B.ili= 13237 T
Ti trng tiu chun vtm y mng quy c: N = Ntc
+ Nqu= 15786 Tp lc tiu chun ln y mng quy c: 75.0 T/m2
ng sut do p lc bn thn t y mng quy c: bt= ili= 62.9 T/m2
ng sut gy ln ti y mng quy c: 12.1 T/m2
Tnh ln theo phng php cng ln cc lp phn t:
Chia nn t di y mng quy c thnh cc lp phn tc chiu dy
khng ln hn A/5 = 2.90 m
Trong mi lp phn tthi tnh ln theo cng thc sau:
- Hsphthuc vo hskhng nhng ca lp t. Quy phm cho php ly = 0,8Eoi- Module bin dn ca lp t thi
ng sut gy ln ti su z
ng sut bn thn cc lp t ti chiu su z:
su di y Chiu dy su Lp t Ko Eoi Si
mng quy c, m hi, m thc, m T/m2 T/m2 kG/cm2 mm
0 2.90 36.00 5 1 62.9 12.1 140 20
2.90 2.90 38.90 5 0.960 68.5 11.6 140 19
5.80 2.90 41.80 5 0.800 74.0 9.7 140 16
8.70 2.90 44.70 5 0.606 79.6 7.3 140 12
11.61 2.90 47.61 5 0.449 85.2 5.4 140 9
14.51 2.90 50.51 5 0.336 90.8 4.1 140 7
17.41 1.59 53.41 5 0.257 96.3 3.1 140 3
19.00 2.90 55.00 6 0.224 99.4 2.7 500 1
21.90 2.90 57.90 6 0.177 105.2 2.1 500 1
24.80 2.90 60.80 6 0.143 111.0 1.7 500 1
27.70 0.40 63.70 6 0.117 116.8 1.4 500 0
28.10 -64.10 64.10 0 0.115 117.6 1.4 0 #DIV/0!
-36.00 #N/A 0.00 #N/A -0.073 117.6 -0.9 #N/A #N/A
Dng tnh ln ti im c 5 su 36.00 m
ln dbo l : S = Si= 20 mm
.
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12/21
Tnh ln theo phng php lp bin dng tuyn tnh c chiu dy hu hn
Vi mng b cc c kch thc ln hn 10x10m.ln ca mng xc nh theo TCVN 9362:2012:
trong :b l chiu rng mng: b = 6.7 m
p l p lc trung bnh ln nn ti mt phng y i p = 41.4 T/m2
M l hsiu chnh, phthuc m = 2H/b M = #REF!
n l slp phn chia theo tnh chu nn trong phm vi lp n hi H
k l hsxc nh theo bng C.3 ca TCVN 9362:2012 i vi lp thi phthuc hnh dng y mn
tscc cnh mng chnht n=l/b v ts2z/b
Eil module bin dng ca lp thi
Httl chiu dy tnh ton ca lp bin dng tuyn tnh: H = Ho+ t.b
Trng hp Ho(m) t ng vi trng hp t nn 21 t nn loi st 9 0.15 Htt= 6.67 m
2 t nn loi ct 6 0.1 n=l/b = 1
3 Nn gm cst, ct 7.5 0.125 m =2H/b = 12.7373
Vi mng cc, tng chiu dy tnh ton ca lp ln mt lng bng su hcc vi module bin dng
ca lp m cc xuyn qua ly bng module n hi vt liu cc: 2.9E+06 T/m2
H = 42.67 m
Z su Lp t Ei 2z/b Ki Ki- Ki-1
m thc, m T/m2
1.3 6.7 3 2900000 0.38806 0.097 0.09701
30.6 36 4 2900000 9.134328 0.709 0.61199
42.67 48.07 5 1400 12.73731 0.709 0
42.67 48.07 5 1400 12.73731 0.709 0
S = #REF! mm
ln ly theo phng php 1: S = 20 mm
cng cc: 9490 T/m
..
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13/21
TNHLN MNG CC
THEO TIU CHUN TCXD 205:1998, TCVN 9362:2012
I CC: PC-66 Cc: Vung
Ti trng tiu chun ln ct mt i:
Ntc
= 904.3 TChiu cao i h= 2 m
su y i: 5.4 m
su mi cc: 36 m
Slng cc: 9
Kch thc nhm cc trong i:
a = 3.2 m
(Phng moment)b = 3.2 m
L = 30.6 m
Ranh gii ca mng quy c xc nh theo:A = a + 2L.tan(tb/4)
B = b + 2L.tan(tb/4)
L.tan(tb/4) ly khng ln hn 2d khi di mi cc c lp
st bi vi chsst IL> 0,6.
d - kch thc cnh cc, d = 0.45 m
khong cch tmp cc n mp i: 0.15 m
tb- gc ma st trong trung bnh cc lp t
trong phm vi chiu di cc
Tra cht. HKhoan: HK2
Lp t Tn loi t Dy (m) w
T/m3IL (o)
Eo
kG/cm2li(m)
1 t lp 0.4 1.8
2 St pha, do cng 2.6 1.91 16.08 126.9 2.6
3 St pha, do chy 3.7 1.71 8.00 50.2 1.3
4 Ct ht nh, km cht 7.8 1.85 30.00 100 7.8
5 Ct ht nh, cht va 40.5 1.92 32.00 140 21.5
6 Cui si, rt cht 9.1 2 35.00 500 0
Suy ra: tb= 31.84o
A = 11.76 m
B = 11.76 m
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Xc nh trng lng khi mng quy c: Nqu= N1+ N2- N3+ N4= 9296 T
Trng lng trong phm vi ty i trln: N1= A.B.h.(tb= 2T/m3) = 553 T
Trng lng bn thn cc: N2= 164.025 T
Trng lng trt bcc thay th: N3= 114.63 T
Trng lng cc lp t trong phm vi cc: N4= A.B.ili= 8694 T
Ti trng tiu chun vtm y mng quy c: N = Ntc
+ Nqu= 10201 Tp lc tiu chun ln y mng quy c: 73.8 T/m2
ng sut do p lc bn thn t y mng quy c: bt= ili= 62.9 T/m2
ng sut gy ln ti y mng quy c: 10.9 T/m2
Tnh ln theo phng php cng ln cc lp phn t:
Chia nn t di y mng quy c thnh cc lp phn tc chiu dy
khng ln hn A/5 = 2.35 m
Trong mi lp phn tthi tnh ln theo cng thc sau:
- Hsphthuc vo hskhng nhng ca lp t. Quy phm cho php ly = 0,8Eoi- Module bin dn ca lp t thi
ng sut gy ln ti su z
ng sut bn thn cc lp t ti chiu su z:
su di y Chiu dy su Lp t Ko Eoi Si
mng quy c, m hi, m thc, m T/m2 T/m2 kG/cm2 mm
0 2.35 36.00 5 1 62.9 10.9 140 15
2.35 2.35 38.35 5 0.960 67.4 10.5 140 14
4.70 2.35 40.70 5 0.800 71.9 8.7 140 12
7.05 2.35 43.05 5 0.606 76.4 6.6 140 9
9.41 2.35 45.41 5 0.449 81.0 4.9 140 7
11.76 2.35 47.76 5 0.336 85.5 3.7 140 5
14.11 2.35 50.11 5 0.257 90.0 2.8 140 4
16.46 2.35 52.46 5 0.201 94.5 2.2 140 3
18.81 0.19 54.81 5 0.160 99.0 1.7 140 0
19.00 2.35 55.00 6 0.158 99.4 1.7 500 1
21.35 2.35 57.35 6 0.128 104.1 1.4 500 1
23.70 2.35 59.70 6 0.107 108.8 1.2 500 0
26.05 2.05 62.05 6 0.090 113.5 1.0 500 0
Dng tnh ln ti im c 5 su 36.00 m
ln dbo l : S = Si= 15 mm
.
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Tnh ln theo phng php lp bin dng tuyn tnh c chiu dy hu hn
Vi mng b cc c kch thc ln hn 10x10m.ln ca mng xc nh theo TCVN 9362:2012:
trong :b l chiu rng mng: b = 3.95 m
p l p lc trung bnh ln nn ti mt phng y i p = 63.0 T/m2
M l hsiu chnh, phthuc m = 2H/b M = #REF!
n l slp phn chia theo tnh chu nn trong phm vi lp n hi H
k l hsxc nh theo bng C.3 ca TCVN 9362:2012 i vi lp thi phthuc hnh dng y mn
tscc cnh mng chnht n=l/b v ts2z/b
Eil module bin dng ca lp thi
Httl chiu dy tnh ton ca lp bin dng tuyn tnh: H = Ho+ t.b
Trng hp Ho(m) t ng vi trng hp t nn 21 t nn loi st 9 0.15 Htt= 6.395 m
2 t nn loi ct 6 0.1 n=l/b = 1
3 Nn gm cst, ct 7.5 0.125 m =2H/b = 21.4658
Vi mng cc, tng chiu dy tnh ton ca lp ln mt lng bng su hcc vi module bin dng
ca lp m cc xuyn qua ly bng module n hi vt liu cc: 2.9E+06 T/m2
H = 42.395 m
Z su Lp t Ei 2z/b Ki Ki- Ki-1
m thc, m T/m2
1.3 6.7 3 2900000 0.658228 0.1646 0.16456
30.6 36 4 2900000 15.49367 0.709 0.54444
42.395 47.795 5 1400 21.46582 0 -0.709
42.395 47.795 5 1400 21.46582 0 0
S = #REF! mm
ln ly theo phng php 1: S = 15 mm
cng cc: 11060 T/m
..
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TNHLN MNG CC
THEO TIU CHUN TCXD 205:1998, TCVN 9362:2012
I CC: PC-66 Cc: Vung
Ti trng tiu chun ln ct mt i:
Ntc
= 1102.6 TChiu cao i h= 2 m
su y i: 5.4 m
su mi cc: 36 m
Slng cc: 9
Kch thc nhm cc trong i:
a = 3.2 m
(Phng moment)b = 3.2 m
L = 30.6 m
Ranh gii ca mng quy c xc nh theo:A = a + 2L.tan(tb/4)
B = b + 2L.tan(tb/4)
L.tan(tb/4) ly khng ln hn 2d khi di mi cc c lp
st bi vi chsst IL> 0,6.
d - kch thc cnh cc, d = 0.45 m
khong cch tmp cc n mp i: 0.15 m
tb- gc ma st trong trung bnh cc lp t
trong phm vi chiu di cc
Tra cht. HKhoan: HK2
Lp t Tn loi t Dy (m) w
T/m3IL (o)
Eo
kG/cm2li(m)
1 t lp 0.4 1.8
2 St pha, do cng 2.6 1.91 16.08 126.9 2.6
3 St pha, do chy 3.7 1.71 8.00 50.2 1.3
4 Ct ht nh, km cht 7.8 1.85 30.00 100 7.8
5 Ct ht nh, cht va 40.5 1.92 32.00 140 21.5
6 Cui si, rt cht 9.1 2 35.00 500 0
Suy ra: tb= 31.84o
A = 11.76 m
B = 11.76 m
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Xc nh trng lng khi mng quy c: Nqu= N1+ N2- N3+ N4= 9296 T
Trng lng trong phm vi ty i trln: N1= A.B.h.(tb= 2T/m3) = 553 T
Trng lng bn thn cc: N2= 164.025 T
Trng lng trt bcc thay th: N3= 114.63 T
Trng lng cc lp t trong phm vi cc: N4= A.B.ili= 8694 T
Ti trng tiu chun vtm y mng quy c: N = Ntc
+ Nqu= 10399 Tp lc tiu chun ln y mng quy c: 75.2 T/m2
ng sut do p lc bn thn t y mng quy c: bt= ili= 62.9 T/m2
ng sut gy ln ti y mng quy c: 12.3 T/m2
Tnh ln theo phng php cng ln cc lp phn t:
Chia nn t di y mng quy c thnh cc lp phn tc chiu dy
khng ln hn A/5 = 2.35 m
Trong mi lp phn tthi tnh ln theo cng thc sau:
- Hsphthuc vo hskhng nhng ca lp t. Quy phm cho php ly = 0,8Eoi- Module bin dn ca lp t thi
ng sut gy ln ti su z
ng sut bn thn cc lp t ti chiu su z:
su di y Chiu dy su Lp t Ko Eoi Si
mng quy c, m hi, m thc, m T/m2 T/m2 kG/cm2 mm
0 2.35 36.00 5 1 62.9 12.3 140 17
2.35 2.35 38.35 5 0.960 67.4 11.8 140 16
4.70 2.35 40.70 5 0.800 71.9 9.9 140 13
7.05 2.35 43.05 5 0.606 76.4 7.5 140 10
9.41 2.35 45.41 5 0.449 81.0 5.5 140 7
11.76 2.35 47.76 5 0.336 85.5 4.1 140 6
14.11 2.35 50.11 5 0.257 90.0 3.2 140 4
16.46 2.35 52.46 5 0.201 94.5 2.5 140 3
18.81 0.19 54.81 5 0.160 99.0 2.0 140 0
19.00 2.35 55.00 6 0.158 99.4 1.9 500 1
21.35 2.35 57.35 6 0.128 104.1 1.6 500 1
23.70 2.35 59.70 6 0.107 108.8 1.3 500 0
26.05 2.05 62.05 6 0.090 113.5 1.1 500 0
Dng tnh ln ti im c 5 su 36.00 m
ln dbo l : S = Si= 17 mm
.
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Tnh ln theo phng php lp bin dng tuyn tnh c chiu dy hu hn
Vi mng b cc c kch thc ln hn 10x10m.ln ca mng xc nh theo TCVN 9362:2012:
trong :b l chiu rng mng: b = 3.95 m
p l p lc trung bnh ln nn ti mt phng y i p = 75.7 T/m2
M l hsiu chnh, phthuc m = 2H/b M = #REF!
n l slp phn chia theo tnh chu nn trong phm vi lp n hi H
k l hsxc nh theo bng C.3 ca TCVN 9362:2012 i vi lp thi phthuc hnh dng y mn
tscc cnh mng chnht n=l/b v ts2z/b
Eil module bin dng ca lp thi
Httl chiu dy tnh ton ca lp bin dng tuyn tnh: H = Ho+ t.b
Trng hp Ho(m) t ng vi trng hp t nn 21 t nn loi st 9 0.15 Htt= 6.395 m
2 t nn loi ct 6 0.1 n=l/b = 1
3 Nn gm cst, ct 7.5 0.125 m =2H/b = 21.4658
Vi mng cc, tng chiu dy tnh ton ca lp ln mt lng bng su hcc vi module bin dng
ca lp m cc xuyn qua ly bng module n hi vt liu cc: 2.9E+06 T/m2
H = 42.395 m
Z su Lp t Ei 2z/b Ki Ki- Ki-1
m thc, m T/m2
1.3 6.7 3 2900000 0.658228 0.1646 0.16456
30.6 36 4 2900000 15.49367 0.709 0.54444
42.395 47.795 5 1400 21.46582 0 -0.709
42.395 47.795 5 1400 21.46582 0 0
S = #REF! mm
ln ly theo phng php 1: S = 17 mm
cng cc: 11100 T/m
..
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TNHLN MNG CC
THEO TIU CHUN TCXD 205:1998, TCVN 9362:2012
I CC: PC-66 Cc: Vung
Ti trng tiu chun ln ct mt i:
Ntc
= 1200.0 TChiu cao i h= 2 m
su y i: 5.4 m
su mi cc: 36 m
Slng cc: 12
Kch thc nhm cc trong i:
a = 5.6 m
(Phng moment)b = 5.95 m
L = 30.6 m
Ranh gii ca mng quy c xc nh theo:A = a + 2L.tan(tb/4)
B = b + 2L.tan(tb/4)
L.tan(tb/4) ly khng ln hn 2d khi di mi cc c lp
st bi vi chsst IL> 0,6.
d - kch thc cnh cc, d = 0.45 m
khong cch tmp cc n mp i: 0.15 m
tb- gc ma st trong trung bnh cc lp t
trong phm vi chiu di cc
Tra cht. HKhoan: HK2
Lp t Tn loi t Dy (m) w
T/m3IL (o)
Eo
kG/cm2li(m)
1 t lp 0.4 1.8
2 St pha, do cng 2.6 1.91 16.08 126.9 2.6
3 St pha, do chy 3.7 1.71 8.00 50.2 1.3
4 Ct ht nh, km cht 7.8 1.85 30.00 100 7.8
5 Ct ht nh, cht va 40.5 1.92 32.00 140 21.5
6 Cui si, rt cht 9.1 2 35.00 500 0
Suy ra: tb= 31.84o
A = 14.16 m
B = 14.51 m
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Xc nh trng lng khi mng quy c: Nqu= N1+ N2- N3+ N4= 13805 T
Trng lng trong phm vi ty i trln: N1= A.B.h.(tb= 2T/m3) = 821 T
Trng lng bn thn cc: N2= 218.7 T
Trng lng trt bcc thay th: N3= 152.84 T
Trng lng cc lp t trong phm vi cc: N4= A.B.ili= 12917 T
Ti trng tiu chun vtm y mng quy c: N = Ntc
+ Nqu= 15005 Tp lc tiu chun ln y mng quy c: 73.1 T/m2
ng sut do p lc bn thn t y mng quy c: bt= ili= 62.9 T/m2
ng sut gy ln ti y mng quy c: 10.2 T/m2
Tnh ln theo phng php cng ln cc lp phn t:
Chia nn t di y mng quy c thnh cc lp phn tc chiu dy
khng ln hn A/5 = 2.83 m
Trong mi lp phn tthi tnh ln theo cng thc sau:
- Hsphthuc vo hskhng nhng ca lp t. Quy phm cho php ly = 0,8Eoi- Module bin dn ca lp t thi
ng sut gy ln ti su z
ng sut bn thn cc lp t ti chiu su z:
su di y Chiu dy su Lp t Ko Eoi Si
mng quy c, m hi, m thc, m T/m2 T/m2 kG/cm2 mm
0 2.83 36.00 5 1 62.9 10.2 140 16
2.83 2.83 38.83 5 0.962 68.3 9.8 140 16
5.66 2.83 41.66 5 0.804 73.8 8.2 140 13
8.49 2.83 44.49 5 0.613 79.2 6.2 140 10
11.33 2.83 47.33 5 0.456 84.6 4.6 140 7
14.16 2.83 50.16 5 0.342 90.1 3.5 140 6
16.99 2.01 52.99 5 0.262 95.5 2.7 140 3
19.00 2.83 55.00 6 0.219 99.4 2.2 500 1
21.83 2.83 57.83 6 0.174 105.0 1.8 500 1
24.66 2.83 60.66 6 0.141 110.7 1.4 500 1
27.49 0.61 63.49 6 0.116 116.4 1.2 500 0
28.10 -64.10 64.10 0 0.112 117.6 1.1 0 #DIV/0!
-36.00 #N/A 0.00 #N/A -0.071 117.6 -0.7 #N/A #N/A
Dng tnh ln ti im c 5 su 36.00 m
ln dbo l : S = Si= 16 mm
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Tnh ln theo phng php lp bin dng tuyn tnh c chiu dy hu hn
Vi mng b cc c kch thc ln hn 10x10m.ln ca mng xc nh theo TCVN 9362:2012:
trong :b l chiu rng mng: b = 6.35 m
p l p lc trung bnh ln nn ti mt phng y i p = 33.2 T/m2
M l hsiu chnh, phthuc m = 2H/b M = #REF!
n l slp phn chia theo tnh chu nn trong phm vi lp n hi H
k l hsxc nh theo bng C.3 ca TCVN 9362:2012 i vi lp thi phthuc hnh dng y mn
tscc cnh mng chnht n=l/b v ts2z/b
Eil module bin dng ca lp thi
Httl chiu dy tnh ton ca lp bin dng tuyn tnh: H = Ho+ t.b
Trng hp Ho(m) t ng vi trng hp t nn 21 t nn loi st 9 0.15 Htt= 6.635 m
2 t nn loi ct 6 0.1 n=l/b = 1.05512
3 Nn gm cst, ct 7.5 0.125 m =2H/b = 13.4283
Vi mng cc, tng chiu dy tnh ton ca lp ln mt lng bng su hcc vi module bin dng
ca lp m cc xuyn qua ly bng module n hi vt liu cc: 2.9E+06 T/m2
H = 42.635 m
Z su Lp t Ei 2z/b Ki Ki- Ki-1
m thc, m T/m2
1.3 6.7 3 2900000 0.409449 0.1024 0.10236
30.6 36 4 2900000 9.637795 0.723 0.62064
42.635 48.035 5 1400 13.42835 0.723 0
42.635 48.035 5 1400 13.42835 0.723 0
S = #REF! mm
ln ly theo phng php 1: S = 16 mm
cng cc: 10240 T/m
..