Breviar de Calcul Palplanse
25
Dispozitie palplanse Sheet piles layout Tronson C0 Niv Q=1500mc/s 293.00 cota teren 286.00 cota excav 284.00 niv apa 286.00 Hpalplansa 16.00m =293.00-277.00 Mdimensionare 101.48 kNm/ml Wales= 1200 cmc Lapl= 92.5 m ancore 30 1buc/2.5ml ancora 1 cota 289.50/F1=291.63 kN/2.5ml Tronson C1 Niv Q=200mc/s 286.20 cota teren 286.00 cota excav incinta 277.00 niv apa incinta 276.50 Hpalplansa 20.00m =291.50-271.50 Mdimensionare 198.26 kNm/ml Wales= 1620 cmc Lapl= 147m ancore 30 2buc ancora 1cota 284.00/F1=479.63 kN/2.5ml ancora 2cota 280.50/F2=942.43 kN/2.5ml Latura A Niv apa 287.00 cota teren 286.00 cota excav incinta 277.70 niv aval 277.20 Hpalplansa 9.00m =287.00-278.00 Mdimensionare 220.87kN/ml Wales= 1200cmc Lapl= 328.70 Latura B Niv apa 287.00 cota teren 286.00 cota excav incinta 278.50 niv aval 278.00 Hpalplansa 12.00m =287.00-275.00 Mdimensionare 65.83kN/ml Wales= 1200cmc Lapl= 328.70ml ancore 30 1buc ancora 1 cota 284.00/F1=423.99 kN Latura D'1 Niv apa 287.00 cota teren 286.00 cota excav incinta 277.00 niv apa incinta 276.50 Hpalplansa 16.00m =287.00-271.00 Mdimensionare 105.93kN/ml Wales= 1200cmc Lapl= 66.00ml ancore 30 2buc/2.5ml ancora 1 cota 283.50/F1=356.40 kN/2.5ml ancora 2 cota 280.50/F2=708.76 kN/2.5ml Latura D'2 Niv apa 287.00 cota teren 286.00 cota excav incinta 279.20 niv apa incinta 278.70 Hpalplansa 12.00m =287.00-275.00 Mdimensionare 84.43kN/ml Wales= 1200cmc Lapl= 66.00ml ancore 30 1buc/2.5ml ancora 1 cota 283.30/F1=516.29 kN/2.5ml
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Breviar de Calcul Palplanse
Transcript of Breviar de Calcul Palplanse
Dispozitie palplanse
Sheet piles layout
Tronson C0
Niv Q=1500mc/s 293.00
cota teren 286.00
cota excav 284.00
niv apa 286.00
Hpalplansa 16.00m =293.00-277.00
Mdimensionare 101.48 kNm/ml
Wales= 1200 cmc
Lapl= 92.5 m
ancore 30 1buc/2.5ml
ancora 1 cota 289.50/F1=291.63 kN/2.5ml
Tronson C1
Niv Q=200mc/s 286.20
cota teren 286.00
cota excav incinta 277.00
niv apa incinta 276.50
Hpalplansa 20.00m =291.50-271.50
Mdimensionare 198.26 kNm/ml
Wales= 1620 cmc
Lapl= 147m
ancore 30 2buc
ancora 1cota 284.00/F1=479.63 kN/2.5ml
ancora 2cota 280.50/F2=942.43 kN/2.5ml
Latura A
Niv apa 287.00
cota teren 286.00
cota excav incinta 277.70
niv aval 277.20
Hpalplansa 9.00m =287.00-278.00
Mdimensionare 220.87kN/ml
Wales= 1200cmc
Lapl= 328.70
Latura B
Niv apa 287.00
cota teren 286.00
cota excav incinta 278.50
niv aval 278.00
Hpalplansa 12.00m =287.00-275.00
Mdimensionare 65.83kN/ml
Wales= 1200cmc
Lapl= 328.70ml
ancore 30 1buc
ancora 1 cota 284.00/F1=423.99 kN
Latura D'1
Niv apa 287.00
cota teren 286.00
cota excav incinta 277.00
niv apa incinta 276.50
Hpalplansa 16.00m =287.00-271.00
Mdimensionare 105.93kN/ml
Wales= 1200cmc
Lapl= 66.00ml
ancore 30 2buc/2.5ml
ancora 1 cota 283.50/F1=356.40 kN/2.5ml
ancora 2 cota 280.50/F2=708.76 kN/2.5ml
Latura D'2
Niv apa 287.00
cota teren 286.00
cota excav incinta 279.20
niv apa incinta 278.70
Hpalplansa 12.00m =287.00-275.00
Mdimensionare 84.43kN/ml
Wales= 1200cmc
Lapl= 66.00ml
ancore 30 1buc/2.5ml
ancora 1 cota 283.30/F1=516.29 kN/2.5ml
A
Latura A
L = 328.70 ml
Side A
L = 328.70 ml
ANNEX 2 /ANEXA 2
287.00
278.00
Linie teren
natural
286.00
Enclosure / Incinta
Nivel apa285.00
Technological platform line
Linie platforma tehnologica
(rampa)
Overload charge of transport equiment
Suprasarcina din utilaje transport
284.50
277.70 L.excv.incinta
8.006.40
277.20 - Niv apa incinta
6.80
6.00
Ipoteza de incarcari 1
A
ANNEX 3 /ANEXA 3
287.00
278.00
Linie teren
natural
286.00 Enclosure / Incinta
Nivel apa
284.50
277.70 L.excv.incinta
8.006.40
277.20 - Niv apa incinta
6.80
6.00
Ipoteza de incarcari 2
Latura A
L = 328.70 ml
Side A
L = 328.70 ml
A
ANNEX 4 /ANEXA 4
287.00
278.00
Linie teren
natural
286.00
Enclosure / Incinta
Nivel apa285.00
Technological platform line
Linie platforma tehnologica
(rampa)
Overload charge of transport equiment
Suprasarcina din utilaje transport
283.50
277.70 L.excv.incinta
7.006.40
277.20 - Niv apa incinta
5.80
7.00
Ipoteza de incarcari 3
Latura A
L = 328.70 ml
Side A
L = 328.70 ml
A
ANNEX 5 /ANEXA 5
287.00
278.00
Linie teren
natural
Enclosure / Incinta
283.50
277.70 L.excv.incinta
7.006.40
277.20 - Niv apa incinta
5.80
7.00
286.00
Nivel apa
Ipoteza de incarcari 4
Latura A
L = 328.70 ml
Side A
L = 328.70 ml
287.00
Linie teren natural
Enclosure / Incinta
ANNEX 6 /ANEXA 6
Latura B
L = 328.70 ml
Side B
L = 328.70 ml
285.00
275.00
278.00 - Niv apa incinta
286.00
Nivel apa
281.00
278.50 L.excv.incinta
279.20
2.00 0.70
3.70 2.70 4.50
Technological platform line
Linie platforma tehnologica
(rampa)
Overload charge of transport equiment
Suprasarcina din utilaje transport
284.00
F
1
=
4
2
3
.
9
9
k
N
/
2
.
5
m
3
0
.0
0
°
Ipoteza de incarcari 1
287.00
Linie teren
natural
Enclosure / Incinta
ANNEX 7 /ANEXA 7
275.00
278.00 - Niv apa incinta
286.00
Nivel apa
281.00
278.50 L.excv.incinta
279.20
2.00 0.70
3.70 2.70 4.50
284.00
F
1
=
4
8
2
.
2
7
k
N
/
2
.
5
m
3
0
.0
0
°
Latura B
L = 328.70 ml
Side B
L = 328.70 ml
Ipoteza de incarcari 2
291.50
ANNEX 8 /ANEXA 8
271.50
1
:
2
4.00 6.00
289.00Cota coronament dig
Linie teren natural
286.00
Enclosure / Incinta
Q 200 mc/s
Nivel Q=200mc/s
280.00-L.ex.incinta
276.50 - Niv apa incinta
3.00 5.00
277.00
286.20
283.50
F
1
=
4
7
9
.
6
3
k
N
/
2
.
5
m
3
0
.0
0
°
280.50
3
0
.0
0
°
F
2
=
9
4
2
.
4
3
k
N
/
2
.
5
m
Latura C tronson C1
L = 147 ml
Side C portion C1
L = 147 ml
Ipoteza de incarcari 3
284.00
291.50
Latura C tronson C1
L = 147 ml
Side C portion C1
L = 147 ml
ANNEX 9 /ANEXA 9
271.50
1
:
2
4.00 6.00
289.00Cota coronament dig;Nivel Q=1500mc/s
Linie teren natural
286.00
280.00 - L.ex.incinta
Enclosure / Incinta
279.50 - Niv apa incinta
Q 1500 mc/s
Ipoteza de incarcari 1 - verificare poz ancore
verificare
F
1
=
1
0
6
3
.
2
1
k
N
/
2
.
5
m
3
0
.0
0
°
280.50
3
0
.0
0
°
F
2
=
5
6
8
.
7
7
k
N
/
2
.
5
m
284.00
283.50
291.50
271.50
1
:
2
4.00 6.00
289.00Cota coronament dig
Linie teren natural
286.00
Enclosure / Incinta
Q 200 mc/s
Nivel Q=200mc/s
280.00-L.ex.incinta
273.30 - Niv apa incinta
7.00 22.00
273.80
286.20
Latura C tronson C1
L = 147 ml
Side C portion C1
L = 147 ml
Ipoteza de incarcari 2 - verificare poz ancore
283.50
verificare
F
1
=
5
7
2
.
1
4
k
N
/
2
.
5
m
3
0
.0
0
°
280.50
3
0
.0
0
°
F
2
=
5
3
8
.
8
3
k
N
/
2
.
5
m
284.00
ANNEX 10 /ANEXA 10
293.00
Nivel Q=1500mc/s
Cota coronament dig
Linie teren natural
289.00
286.00
Latura C tronson C0
L = 92.50 ml
Side C portion C0
L = 92.50 ml
2.00 10.50
ANNEX 11 /ANEXA 11
Q 1500 mc/s
277.00
284.00
Nivel apa
289.50
F
1
=
2
9
1
.
6
3
k
N
/
2
.
5
m
3
0
.0
0
°
Linie teren natural
ANNEX 12 /ANEXA 12
Latura D' tronson D'1
L = 66.00 ml
Side D' portion D'1
L = 66.00 ml
287.00
271.00
Linie teren natural
283.00
Nivel apa
280.00-L.ex.incinta
276.50 - Niv apa incinta
3.00 5.00
277.00
283.50
F
1
=
3
5
6
.
4
0
k
N
/
2
.
5
m
3
0
.0
0
°
280.40
3
0
.0
0
°
F
2
=
7
0
8
.
7
6
k
N
/
2
.
5
m
ANNEX 13 /ANEXA 13
Latura D' tronson D'2
L = 66.00 ml
Side D' portion D'2
L = 66.00 ml
287.00
275.00
Linie teren natural
283.00
Nivel apa
280.70-L.ex.incinta
278.70 - Niv apa incinta
1.50 9.50
279.20
283.30
F
1
=
5
1
6
.
2
9
k
N
/
2
.
5
m
3
0
.0
0
°
Hp=5m; M= 26.74 kNm/m; aleg W=1200 ===> =0.20 cm; Fs=1.65>1.50
Latura A este dimensionata de ipoteza de incarcari 4 : Hp=9 m; Hfisa= 8.00m; M=220.87 kNm/m; =0.75cm; W=1200; Fs=1.80
ANNEX 14 /ANEXA 14
Latura A
L = 328.70 ml
Side A
L = 328.70 ml
Ipoteza de incarcari 1
ANNEX 15 /ANEXA 15
Hp=6m; M= 75.25 kNm/m; aleg W=1200 ====> =0.11cm; Fs=1.81>1.50
Latura A este dimensionata de ipoteza de incarcare 4 : Hp=9 m; Hfisa= 8.00m; M=220.87 kNm/m; =0.75cm; W=1200; Fs=1.80
Latura A
L = 328.70 ml
Side A
L = 328.70 ml
Ipoteza de incarcari 2
ANNEX 16 /ANEXA 16
Latura A
L = 328.70 ml
Side A
L = 328.70 ml
Ipoteza de incarcari 3
Hp=7m; M= 103.44 kNm/m; aleg W=1200 ====> =1.26cm; Fs=1.63>1.50
Latura A este dimensionata de ipoteza de incarcari 4 : Hp=9 m; Hfisa= 8.00m; M=220.87 kNm/m; =0.75cm; W=1200; Fs=1.80
Hp=9m; M=220.87 kNm/m; aleg W=1200
Verificare:
Hp=9 m; Hfisa= 8.00m;M=220.87 kNm/m =0.75cm; W=1200; Fs=1.80 ====>Ipoteza de incarcari 4 dimensioneaza latura A
ANNEX 17 /ANEXA 17
Latura A
L = 328.70 ml
Side A
L = 328.70 ml
Ipoteza de incarcari 4
ANNEX 18 /ANEXA 18
Latura B
L = 328.70 ml
Side B
L = 328.70 ml
Ipoteza de incarcari 1
Hp=10m; M=65.83 kNm/m; aleg W=1200, ancora:F1=423.99kN
Latura B este dimensionata de ipoteza de incarcari 2 : Hp=12.00m;Hfisa=11.00; M=123.13 kNm/m; =0.18cm; W=1200; Fs=1.60; F1=482.27kN
2,5ml
ANNEX 19 /ANEXA 19
Latura B
L = 328.70 ml
Side B
L = 328.70 ml
Ipoteza de incarcari 2
Hp=13m; M=123.13 kNm/m; aleg W=1200, ancora:F1=482.27kN
Verificare:
Hp=12.00m;Hfisa=11.00m; M=123.13 kNm/m; =0.18cm; W=1200; Fs=1.60; F1=482.27kN====>Ipoteza de incarcari 2 dimensioneaza latura B
2,5ml
ANNEX 20 /ANEXA 20
Side C portion C1
L = 147 ml
Ipoteza de incarcari 3
Latura C tronson C1
L = 147 ml
Hp=22.30m; M=150.10 kNm/m; aleg W=1620; ancora:F1=479.63kN; F2= 942.43kN
Verificare:
Hp=20.00m; Hfisa=14.50m; M=150.10 kNm/m; W=1620; F1=479.63kN; F2=942.43kN ====> =2.00cm; Fs=1.53;
2,5ml
2,5ml
Ipoteza de incarcari 1- verificare poz ancore
Latura C tronson C1
L = 147 ml
Side C portion C1
L = 147 ml
Hp=16.60m; M=264.00 kNm/m; aleg W=1620, ancora:F1=1063.21kN; F2=568.77kN
Verificare:
Hp=20.00m;Hfisa=12.50; M=264.00 kNm/m;F1=1063.21kN; F2=568.77kN =====> =1.30cm; Fs=1.91;
2,5ml
2,5ml
ANNEX 21 /ANEXA 21
Side C portion C1
L = 147 ml
Latura C tronson C1
L = 147 ml
Ipoteza de incarcari 2- verificare poz ancore
Hp=13.90m; M=109.90 kNm/m; aleg W=1620, ancora:F1=572.14kN; F2= 538.83kN
Verificare:
Hp=20.00m;Hfisa=10.50m; M=109.90 kNm/m;W=1620; F1=572.14kN; F2=538.83kN====> =0.6cm; Fs=2.09;
2,5ml
2,5ml
ANNEX 22 /ANEXA 22
ANNEX 23 /ANEXA 23
Side C portion C0
L = 92.50 ml
Latura C tronson C0
L = 92.50 ml
Hp=14.80m; M=101.48 kNm/m; aleg W=1200, ancora:F1=291.63kN
Verificare:
Hp=16.00m; Hfisa=9.00m; M=101.48 kNm/m; =0.43cm; W=1200; Fs=4.29; F1=291.63kN
2,5ml
ANNEX 24 /ANEXA 24
Side D' portion D'1
L = 66.00 ml
Latura D' tronson D'1
L = 66.00 ml
Hp=17m; M=105.93 kNm/m; aleg W=1200, ancore:F1=356.40kN; F2=708.76kN
Verificare:
Hp=16.00m; Hfisa=12.00m; M=105.93 kNm/m; =0.95cm; W=1200; Fs=2.14; F1=356.40kN; F2=708.76kN
2,5ml
2,5ml
ANNEX 25 /ANEXA 25
Side D' portion D'2
L = 66.00 ml
Latura D' tronson D'2
L = 66.00 ml
Hp=11.70m; M=84.43 kNm/m; aleg W=1200, ancore:F1=516.29kN
Verificare:
Hp=12.00m; Hfisa=8.00m; M=84.43 kNm/m; =0.13cm; W=1200; Fs=2.36;F1=516.29kN
2,5ml
