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8/13/2019 Marko Zidari Prometnice Projekt Ceste
1/23
VELEUILITE U V R DINUOdjel Graditeljstva
Marko Zidari
Kolegij: PrometnicePROJEKT ESTE
Program
Varadin, sijenja2014.
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VELEUILITE U V R DINUOdjel Graditeljstva
Kolegij: PrometnicePROJEKT ESTE
Program
Voditelj : mr.sc. Martina Cesar-Kelemen, dipl.ing.gra Student:
Voditelj vjebi: Josip Uar, stru.spec.ing.gra. Marko Zidari
Varadin, sijenja 2014.
8/13/2019 Marko Zidari Prometnice Projekt Ceste
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[1]
VELEUILITE U VARADINU
KOLEGIJ:
PROMETNICE
Ime i prezime: MARKO ZIDARI
Datum preuzimanja zadatka: 11.11.2013.
ZADATAK BR.: 28
Cesta III razreda
Dionica A-B
Tlo ZEMLJANE kategorije
Zastor AB
Teren BREULJKASTI
Program sadri slijedee priloge:
1. Osnovni i konstruktivni elementi ceste, proraun horizontalnih i vertikalnih krivina2. Situacija, mjerila 1:20003. Uzduni profil, mjerilo 1:2000/2004. Normalni popreni profil, mjerilo 1:505. Karakteristini popreni profil, mjerilo 1:1006. Proraun i izjednaenje masa
Program s prilozima predati u formatu A4
Nadzorni nastavnik:
Josip Uar, stru.spec.ing.gra.
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[2]
SADRAJ
SADRAJ ................................................................................................................................................. 2
TEHNIKI OPIS........................................................................................................................................ 3
ESTARSKI KORAK I NULTI POLIGON:..................................................................................................... 7
IZRAUN ELEMENTA HORIZONTALNIH ZAVOJA:.................................................................................... 8
DULJINA CESTE- HORIZONTALNI ELEMENTI CESTE ................................................................................. 9
IZRAUN KOTA NIVELETA..................................................................................................................... 10
SITUACIJA MJ 1:2000 ............................................................................................................................11
UZDUNI PROFIL MJ 1:2000/200 .........................................................................................................12
NORMALNI POPRENI PROFIL MJ 1:50 ............................................................................................ .....13
KARAKTERISTINIPOPRENI PROFIL MJ 1:100 .....................................................................................15
PRPRAUN I IZJEDNAENJE MASA .......................................................................................................21
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[3]
TEHNIKI OPISPrema projektnom zadatku potrebno je izraditi projekt ceste izmeu tokaka A
(visinska kota 100.000 m.n.m.) i B (visinska kota 115.000 m.n.m. ).
Cesta je III razreda poloena u breuljkastomterenu od zemljanog materijala.
Na temelju tih podataka su odreeni parametri za projektiranje ceste: raunska brzina, irina
prometnog traka, irina bankine te dozvoljeni nagibi i duljina pravaca, prijelaznica i krunih
lukova.
Raunska brzina iznosti hkm70 .
irina prometnog traka m00.3
irina bankine m00.1
Ukupna duljina ceste iznosi 756.340 m i tlocrtno se sastoji od dva horizontalna zavoja.
Zavoj 1 Zavoj 2
mR 2001 mR 2002
mT 180.1231 mT 180.1232
mD 41.2351 mD 41.2352
mS 52.191 mS 52.192
mL 701 mL 702
932471
932472
Na zadanoj dionici trase postavljene su 20 stacionae
Vitoperenje kolnika odnosno promjena poprenog nagiba kolnika je prikazana i uzdunom
profilu. Nagibi kosina vitoperenja su izvedeni prema pravilniku.
Vertikalno voenje ceste se sastoji od pravca u konstantnom nagibu (usponu) koji iznosi
1.98% . Te je predvieno uravnoteenje iskopa i nasipa.
Kolnika konstrukcija se sastoji od asfaltnog kolnikog zastora- bitumeniziranog habajueg
sloja debljine 4 cm, cementom stabiliziranog ljunka debljine 8cm i nevezanog nosivog sloja od
zbijenog drobljenog kamena debljine 40cm.
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[4]
OPI PODACIKonstruktivni elementi ceste :
RAZRED CESTE 3
KONFIGURACIJA TERENA BreuljkastiTEREN Zemljani materijalKOLNIKIZASTOR Asfalt beton (AB)
- Raunska brzina iznosti hkmvr 70 .- Minimalni horizontalni promjer: mR 00.180min - Maksimalni uzduni nagib: %00.7max S - Minimalna duljina prijelaznice: mL 00.60min
Raunska brzina:Razred ceste
Prethodna brzina(km/h) za razliite konfiguracije terena
nizinski (I) breuljkasti II) brdoviti (III) planinski (IV)Auto ceste 120 120-100 100-80 80
Ceste 1. razreda 120 100 80 70 (60)
Ceste 2. razreda 100 80 70 60 (50)
Ceste 3. razreda 80 70 60 50 (40)Ceste 4. razreda 70 60 50 40 (30)
Ceste 5. razreda 60 50 40 40 (30)
irina prometnog traka:
Razred cestePrethodna brzina(km/h)
100 80 70 60 50 40irina prometnih traka
Ceste 1. razreda I,II 3.50 III 3.25 IV 3.25
Ceste 2. razreda I 3.50 II 3.25 III 3.00 IV 3.00
Ceste 3. razreda I 3.25 II 3.00 III 3.00 IV 3.00Ceste 4. razreda I 3.00 II 3.00 III 2.75 IV 2.75
Ceste 5. razreda I 3.00 II 2.75 III,IV 2.75
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[5]
irina rubnog traka:Prometni trak (m) Rubni trak (m)
3.75 0.50
3.50 0.35
3.25 3.00 0.302.75 0.20
irina bankine:irina prometnog traka (m) irina bankine (m)
3.75 1.50
3.50 1.50
3.25 1.20
3.00 1.002.75 1.00
Minimalni polumjeri hor. zavoja:V
30 40 50 60 70 80 90 100 110 120f 0.245 0.218 0.193 0.171 0.151 0.133 0.118 0.105 0.094 0.086Kp 0.222 0.243 0.266 0.290 0.317 0.345 0.372 0.400 0.427 0.449Rm n 25 45 75 120 180 250 350 450 600 750
Popreni nagib u zavoju:popreni nagib kolnika q (%) 6,12 6,12raunska brzina v
ra 70,00 70
koeficijent K 0,317 0,317
usvojeni polumjer R usv 200,00 200
doputeni nagib : %50.2min q %00,7max q usvojeni nagib: %12.6usvq
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[7]
ESTARSKI KORAK I NULTI POLIGON:
meh
dk
h
d
e
k51%1000.1
15
340.756 %98,10198,0100
340.756
00.15100
d
hs
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[8]
IZRAUN ELEMENTA HORIZONTALNIH ZAVOJA:Zavoj 1 I 2 budui da su sve vrijednosti jedake)
Zavoj 1 Zavoj 2
mR 2001 mR 2002
mT 180.1231 mT 180.1232
mD 41.2351 mD 41.2352
mS 52.191 mS 52.192
mL 701 mL 702
932471
932472
Formule koje su koritene:
2
T R R tg d
sec 12
S R R R
1
22
180D R L
duina tangente m) duina bisektrise m) duljina zavoja m)
Zadane vrijednosti Izraunatevrijednostiradijus R 200,00 123,18 TANGENTA T m)
prijelaznica L 70,00
kut 47,3858 19,52 BISEKTRISA S m)kut /2 /2 23,6929kutl t1 10,0267 235,41 DUINA ZAVOJA D m)
pomak krunog luka DR 1,0200dio prijelaznice u
pravcud 34,9640 95,41 DUINA KRUNOGLUKA Lk m)
kut izraen uradijanima
0,4135
R+DR 201,0200
3,14159
kut stupnjev
i47 47,3858 kut
minute 23
sekunde 9
kut lstupnjev
i10 10,0267 kut l
minute 1
sekunde 36
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[9]
DULJINA CESTE- HORIZONTALNI ELEMENTI CESTE
ZAVOJ 1udaljenost od A do
PP1m 142,94 142,936 PP poetak prijelaznice
duljina L1 m 70,00 212,936 KP-PKL kraj prijelazniceduljina D1 m 235,408 378,344 KP kraj horizontalnog krunog zavoja
260,640 SKL sredina horizontalnog krunog zavoja308,344 KKL kraj krunog luka236,788 etvrtina krunog luka (izmeu PKL i SKL284,492 etvrtina krunog luka (izmeu SKL i
KKL)
ZAVOJ 2udaljenost od KP1 do
PP2m 46,63 424,970 PP poetak prijelaznice
duljina L2 m 70,00 494,970 KP-PKL kraj prijelazniceduljina D2 m 235,408 660,378 KP kraj horizontalnog krunog zavoja
542,674 SKL sredina horizontalnog krunog zavoja590,378 KKL kraj krunog luka518,822 etvrtina krunog luka (izmeu PKL i SKL566,526 etvrtina krunog luka (izmeu SKL iKKL)
Ukupna duljina ceste : Pravc A-PPK1) + Duljina zavoja D1) + Pravac KPK1-PPK2) + Duljina zavoja D2) + Pravac KPK2-B)340,7561715.756785,95408,23563,46408,23594,142 mmmmmm
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[10]
IZRAUN KOTA NIVELETA
%98.10198.0340,756
000.100000.115)1()20(
d
KNKNs
...)1()( 1 mnmSdnKNnKN n
...000.100)1( mnmKN
...693.1000198.0000.35000.100)2( mnmKN
...386.1010198.0000.35693.100)3( mnmKN
...079.1020198.0000.35386.101)4( mnmKN
...830.1020198.0936.37079.102)5( mnmKN
...532.1030198.0064.35830.102)6( mnmKN
...223.1040198.0936.34532.103)7( mnmKN
...168.1050198.0704.47223.104)8( mnmKN
...113.1060198.0704.47168.105)9( mnmKN
...808.1060198.0104.35113.106)10( mnmKN
...499.1070198.0896.34808.106)11( mnmKN
...422.1080198.0626.46499.107)12( mnmKN
...117.1090198.0104.35422.108)13( mnmKN
...808.1090198.0896.34117.109)14( mnmKN
...753.1100198.0704.47808.109)15( mnmKN
...698.1110198.0704.47753.110)16( mnmKN
...393.1120198.0104.34698.111)17( mnmKN
...084.1130198.0896.34393.112)18( mnmKN
...032.1140198.0893.47084.113)19( mnmKN
...000.115)20( mnmKN
8/13/2019 Marko Zidari Prometnice Projekt Ceste
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100
105
95
110
115
120
0+000.000
0+035.000
0+070.000
0+105.000
0+142.936
0+178.040
0+212.936
0+260.640
0+308.344
0+343.448
0+378.344
0+494.970
0+542.674
0+590.378
0+424.970
0+460.074
0+62
5.482
0+708.235
0+756.340
0+660.378
13
1 2 3 45 6
7
8
9
10
11
12
14
15
16
17 1
9
18
KPK1
KKL1
KPK2
KKL2
PPK2
PKL2
SKL2
PPK2
KPK2
KPK1
PPK1
SKL1PK
L1
PPK1
S2
S2
ZAVOJ 1
1
R1 = 200.000 m
L1 = 70.000 m
T1 = 123.180 m
S1 = 19.520 m
D1 = 235.410 m
ZAVOJ 2
2
R2 = 200.000 m
L2 = 70.000 m
T2 = 123.180 m
S2 = 19.520 m
D2 = 235.410 m
B
20
A
Studij Graditeljstva, smjer niskogradnja
Situacija MJ 1:2000
Kolegij: Poremtnice
Projekt ceste
Br. stranice 11.
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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PRODUCED
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2035.000 35.000 35.000 37.936 35.064 34.936 47.704 47.704 35.104 34.896 46.626 35.104 34.896 47.704 47.704 35.104 34.896ROJ PROFILA
0+000.0
00
0+035.0
00
0+070.0
00
0+105.0
00
0+142.9
36
0+178.0
40
0+212.9
36
0+260.6
40
0+308.3
44
0+343.4
48
0+378.3
44
0+424.9
70
0+460.0
74
0+494.9
70
0+542.6
74
0+590.3
78
0+625.4
82
0+660.3
78
0+708.2
35
0+756.3
40
000m.n.m.
000m.n.m.
000m.n.m.
000m.n.m.
0.000m.n.m.
.000m.n.m.
2.000m.n.m.
3.000m.n.m.
4.000m.n.m.
5.000m.n.m.
6.000m.n.m.
7.000m.n.m.
8.000m.n.m.
9.000m.n.m.
0.000m.n.m.
.000m.n.m.
2.000m.n.m.
3.000m.n.m.
4.000m.n.m.
5.000m.n.m.
6.000m.n.m.
7.000m.n.m.
95.000m.n.m.
OTA TERENA
0+100.0
00
0+100.7
50
0+101.2
05
0+101.9
55
0+103.0
15
0+103.9
55
0+104.5
05
0+105.7
05
0+106.8
05
0+107.4
50
0+107.5
05
0+107.9
05
0+108.6
05
0+109.4
05
0+110.9
50
0+112.0
05
0+112.6
55
0+112.8
50
0+113.6
50
0+115.0
00
OTA NEVELETE
0+100.0
00
0+100.6
93
0+101.3
86
0+102.0
79
0+102.8
30
0+103.5
32
0+104.2
23
0+105.1
68
0+106.1
13
0+106.8
08
0+107.4
99
0+108.4
22
0+109.1
17
0+109.8
08
0+110.4
53
0+111.6
98
0+112.3
93
0+113.0
84
0+114.0
32
0+115.0
00
47.893 47.893
0+
000.0
00
0+
756.3
40
1.980%756.340m.
95.000m.n.m.
AVACI ZAVOJ
1.000%
2.000%
3.000%
4.000%
5.000%
6.000%
7.000%
8.000%
9.000%
10.000%
0.000%
10.000%
9.000%
8.000%
7.000%
6.000%
5.000%
4.000%
3.000%
2.000%
1.000%
2.5%
2.5%
6.12%
6.12%
6.12%
6.12%
2.5%
2.5%
2.5%
2.5%
OS ceste
2.5% 2.5% 6.12% 6.12% 2.5% 2.5% 0.0%
0.0% 6.12% 2.5%6.12%
4.31% 4.31%
3.06% 4.31%
VITOPERENJE KOLNIKA
desni rub
lijevi rub
2.5%
PRAVAC - 142.936m 1 T1 = 123.180 m. S1 = 19.520 m. D1 = 235.410 m
PRAVAC - 46.626m 2 T2 = 123.180 m. S2 = 19.520 m. D2 = 235.410 m
PRAVAC - 95.785m
Studij Graditeljstva, smjer niskogradnja
MJ 1:2000/200
Kolegij: Poremtnice
Projekt ceste
Br. stranice 12.
1.980%
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
PRODU
CED
BY
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AUTODESK
EDUCATIONALPRODUCT
8/13/2019 Marko Zidari Prometnice Projekt Ceste
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vozni trak
300
R200
vozni trak
300
ru
50
rubni trak
30
rogol
503berma
50
133 600
863
920
R50
1:1
1:1
40
5%
skidanje humusa 20 cm
rigol M30
rubna crta
15%5%
OSCESTE
4%
obloga humusom 20cm
2.5%
2.5%
OSCESTE
40
80
15%5%
15 153 50
15
15
20
60
80
40
4%
rigol M30
2.5%
.
4%
BANKINA
200
12
drobljeni kameni m
KT
km 0+000.000
KN 100.000 m.n.mKT 100.000 m.n.n
KT
asfaltbeton 4 cm
BNS 8 cm
drobljeni kameni materijal 40 cm
nabijena glina 5cm
Studij Graditeljstva, smjer niskogradnja
Kolegij: PormetniceProjekt ceste
DETALJ ODVODLJE VODA MJ 1:25 DETALJ IZVEDBE BANKINE MJ 1:25
Broj stranice: 13.
PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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503
50 30 300 300 30 100
863
berma
rigol
rubnitrak
voznitrak
voznitrak
rubnitrak
bankina
15%5%
(2)
0+035.000
KN 100.693
503
50 30 300 300 30 100
863
berma
rigol
rubnitrak
voznitrak
voznitrak
rubnitrak
bankina
15%
4.0%
4% 1:1.5
(3)
0+070.000
KN 101.386
KT 101.205
2.5%
503
50 30 300 300 30 100
863
berma
rigol
rubnitrak
voznitrak
voznitrak
rubnitrak
bankina
4.0%
1:1.5
(4)
0+105.000
KN 102.0792.5%
5%
Studij Graditeljstva, smjer niskogradnja
Kolegij: PrometniceProjekt ceste
Datum predaje: 9.1.2013 Br. stranice 15.
KT 100.750
1:1.5
4.0%
2.5%1:1.5
4%
Kota terena: 100.750 m.n.m.
Kota nivelete: 100:693 m.n.m
q (2): 2.50%
Kota terena: 101.205 m.n.m.
Kota nivelete: 101:386 m.n.m
q (3): 2.50%
Kota terena: 101.955 m.n.m.
Kota nivelete: 102:097 m.n.m
q (4): 2.50%
1:1.5
KT 101.955
4%15%
5%
1:1.5
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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50 3 50 30 300 300 30 100
863
berma
rigol
rubnitrak
voznitrak
voznitrak
rubnitrak
bankina
(8)
0+260.640
KT 105.705
6.12%
503
50 30 300 300 30 100
863
berma
rigol
rubnitrak
voznitrak
voznitrak
rubnitrak
bankina
15%
(9)
0+308.344
5%
1:1.5
503
50 30 300 300 30 100
863
berma
rigol
rubnitrak
voznitrak
voznitrak
rubnitrak
bankina
(10)
0+343.448
4%
4.31%
1:1.5
Datum predaje: 9.1.2013 Br. stranice 17.
Kota terena: 105.705 m.n.m.
Kota nivelete: 105:168 m.n.m
q (8): 6.12%
Kota terena: 106.805 m.n.m.
Kota nivelete: 106:113 m.n.m
q (9): 6.12%
Kota terena: 107.450 m.n.m.
Kota nivelete: 106:808 m.n.m
q (10): 4.31%
KN 105.168
6.12%
4%
1:1.5
15%5%
1:1.5
KT 106.805
KN 106.1136.12%
6.12%
4%1:1.5
KT 107.450
KN 106.8084.31%
1:1.5
5%15%
Studij Graditeljstva, smjer niskogradnja
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503
50 30 300 300 30 100
860
berma
rigol
rubnitrak
voznitrak
voznitrak
rubnitrak
bankina
15%
4.0%
1:1.5
(11)
0+378.344
5%
1:1.5
30 300 300 30 100
rubnitrak
voznitrak
voznitrak
rubnitrak
bankina
4.0%
(12)
0+424.970
KN 108.4222.5%
30 300 300 31 100
860
rubnitrak
voznitrak
voznitrak
rubnitrak
bankina
(13)
0+460.074
KN 109.117
843
100
banikna
1:1 1:
1
40
1:1 1
:1
40
100
bankina
1:1.5
1.5%
KT 108.605
4%
Datum predaje: 9.1.2013 Br. stranice 18.
Kota terena: 107.505 m.n.m.
Kota nivelete: 107:499 m.n.m
q (11): 2.50%
Kota terena: 107.905 m.n.m.
Kota nivelete: 108:422 m.n.m
q (12): 2.50%
Kota terena: 108.605 m.n.m.
Kota nivelete: 109:117 m.n.m
q (13): 1.50%
4%2.5%
KN 107.499
KT 107.505
1:1.5
4%
KT 107.905
4%
Studij Graditeljstva, smjer niskogradnja
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4.31%KN 112.393
(17)
0+625.482
KT 112.655
300 30 503
5030030503
50
860
rubnitrak
voznitrak
voznitrak
rubnitrak
berma
rigolM30
rubnitrak
rigolM30
15%5%
1:1.5
1:1.
5
2.5%
(18)
0+660.378
2.50%
KN 113.084
KT 112.8501:1 1:
1
40
30 300 300 31 100
860
rubnitrak
voznitrak
voznitrak
rubnitrak
bankina
100
bankina
1:1.5
4%
4%
2.5%
(19)
0+708.235
2.50%
KN 114.032
KT 113.650
1:1 1:
1
40
30 300 300 31 100
860
rubnitrak
voznitrak
voznitrak
rubnitrak
bankina
100
bankina
1:1.5
4%
4%
Datum predaje: 9.1.2013 Br. stranice 20.
Kota terena: 112.655 m.n.m.
Kota nivelete: 112:393 m.n.m
q (17): 4.31%
Kota terena: 112.850 m.n.m.
Kota nivelete: 113:084 m.n.m
q (18): 2.50%
Kota terena: 114.032 m.n.m.
Kota nivelete: 113:650 m.n.m
q (18): 2.50%
15%
4.31%
5%
Studij Graditeljstva, smjer niskogradnja
Kolegij: PrometniceProjekt ceste
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
PRODU
CED
BY
AN
AUTODESK
EDUCATIONALPRODUCT
8/13/2019 Marko Zidari Prometnice Projekt Ceste
23/23
[21]
PROR UNI IZJEDN ENJ M SSTACION
POVRIN [m] SREDNJ P [m] RAZMAKPROFILA
KUB TUR [m]ISKOP NASIP ISKOP NASIP ISKOP NASIP
0,000 5,664 1,254
5,047 1,197 35,000 176,645 41,895
35,000 4,430 1,140
3,912 1,399 35,000 136,920 48,948
70,000 3,394 1,657
3,453 1,881 35,000 120,855 65,818
105,000 3,512 2,104
4,922 1,393 37,936 186,721 52,826
142,936 6,332 0,681
7,867 0,545 35,104 276,146 19,114
178,040 9,401 0,408
8,384 0,518 34,896 292,551 18,059212,936 7,366 0,627
8,350 0,498 47,704 398,305 23,757
260,640 9,333 0,369
9,683 0,303 47,704 461,894 14,430
308,344 10,032 0,236
9,257 0,248 35,104 324,958 8,706
343,448 8,482 0,260
6,908 0,837 34,896 241,062 29,191
378,344 5,334 1,413
3,324 2,984 46,626 154,985 139,132
424,970 1,314 4,555
0,993 4,672 35,104 34,858 164,006
460,074 0,672 4,789
1,272 3,838 34,896 44,370 133,913
494,970 1,871 2,886
5,347 1,443 47,704 255,049 68,837
542,674 8,822 0,000
8,860 0,000 47,704 422,634 0,000
590,378 8,897 0,000
8,131 0,000 35,104 285,413 0,000
625,482 7,364 0,000
4,780 0,983 34,896 166,785 34,303
660,378 2,195 1,966
1,635 2,680 47,857 78,246 128,257
708,235 1,075 3,394
2,592 1,901 48,105 124,664 91,448
756,340 4,108 0,408
UKUPNO 4183,060 1082,637 [m]
RAZLIKA ZA ISKOP 3100,423 [m]