marko zidari prometnice projekt ceste

8/13/2019 Marko Zidari Prometnice Projekt Ceste

1/23

VELEUILITE U V R DINUOdjel Graditeljstva

Marko Zidari

Kolegij: PrometnicePROJEKT ESTE

Program

Varadin, sijenja2014.


2/23

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.


3/23

[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.


4/23

[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.


6/23

[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


7/23

[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


8/23


9/23

[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


10/23

[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


11/23

[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


12/23

[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


13/23

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

PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT

PRODUCED

BY

AN

AUTODESK

EDUCATIONALPRODUCT


14/23

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


MJ 1:2000/200

Kolegij: Poremtnice

Projekt ceste

Br. stranice 12.

1.980%



PRODU

CED

BY

AN

AUTODESK

EDUCATIONALPRODUCT


15/23

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


Kolegij: PormetniceProjekt ceste

DETALJ ODVODLJE VODA MJ 1:25 DETALJ IZVEDBE BANKINE MJ 1:25

Broj stranice: 13.




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17/23

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%


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%



q (3): 2.50%



q (4): 2.50%

1:1.5

KT 101.955

4%15%

5%

1:1.5



PRODU

CED

BY

AN

AUTODESK

EDUCATIONALPRODUCT


18/23


19/23

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




q (8): 6.12%



q (9): 6.12%



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%





PRODU

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BY

AN

AUTODESK

EDUCATIONALPRODUCT


20/23

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%




q (11): 2.50%



q (12): 2.50%



q (13): 1.50%

4%2.5%

KN 107.499

KT 107.505

1:1.5

4%

KT 107.905

4%





PRODU

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BY

AN

AUTODESK

EDUCATIONALPRODUCT


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22/23

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%




q (17): 4.31%



q (18): 2.50%



q (18): 2.50%

15%

4.31%

5%





PRODU

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BY

AN

AUTODESK

EDUCATIONALPRODUCT


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[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]

marko zidari prometnice projekt ceste

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