e-mail: [email protected] fax: +420 255 733 605 telefon: +420 255 733 111 Jankovcova 1037/49, 170 00 Praha 7 IKP Consulting Engineers, s.r.o. v.r. v.r. P v.r. - Projekt : Rev. Datum Kontroloval Popis Obsah : 0 Doplujc oedaje : Zhotovitel : Objednatel : SchvÆlil VP (HIP) : Plloha: Archiv : Datum : Vypracoval Souprava : Stupe : Mltko : FormÆt : projektu: ¨slo ¨Æst : 1 1 2 8 5 3 004a Ing. BabiL prvn vydÆn Ing. Hartman Ing. Hartman web: www.szdc.cz DlÆdnÆ7/1003, CZ-110 00 Praha 1 SPR`VA ELEZNI¨N˝ DOPRAVN˝ CESTY, stÆtn organizace Kraj: Jihomoravsk Okres: Brno-msto, Brno-venkov DopracovÆn variant leen U Brno Ing. Hartman 20.12.2013 9 A4 1 : 2 000 F.1 km 137,5 - 140,0 Situace oeseku Modlice - Brno Horn Herpice 1 28.2.2014 aktualizace v.r. Ing. Hartman v.r. v.r. Ing. BabiL viz ve Ing. HamplovÆ F.1 prava technickØho leen varianty A - eka PRAVA TECHNICKHO EEN˝ VARIANTY A - EKA DOPLUJ˝C˝ DOKUMENTACE, ¨`ST F 31.3.2014 2 aktualizace Ing. Hartman v.r. Ing. HamplovÆ v.r. Ing. BabiL v.r. 2,1 2,2 2,3 Leskava M o s te v i d . k m 0 , 3 0 0 s v . k o l . 4 , 4 0 vo l . v . 3 , 75 N V 54 NV 53 NV52 NV51 9 11 12 13 14 16 15 17 18 19 20 21 22 22A 23 24 24 A 26 25 28 27 100 103 104 105 107 108 109 110 112 113 115 114 106 111 k . s . A A S e 607 S e 608 A A A A Se605 Se603 A A Se604 A A Se606 T1 T2 T3 T4 T5 KM KM KM KM KM KM KM KM 37 38 3 9 40 41 42 Mos t k m 139 , 740 139,7 1 3 9 , 8 139 , 9 140 , 0 10 , 0 10 , 1 10 , 2 s v. k . = 3. 75m v. v. = 3. 0m T 2004 1 2 98a 29A 29 30 27A 27 28 9 10 R5 PST1 136,7 S4a S5 S3 qq a q a q a q a q a aqaq Se8 33A 33 34 31 32 KSo2 RSo2 o.v.2 KS6 12 12 136,8 qqaqa q q e q a q a q a q a q a Se9 Sc4 11 3 . 1 0 . 7 3 . 2 0 . 8 1 . 4 1 . 4 qq c a q a q a q a q a qq ca q a q a q a q a 1 320 k m 136, 688 4a 5 3 1 2 4 6 k m 136, 705 k m 136, 705 k m 136, 740 k m 136, 792 k m 136, 792 k m 136, 800 k m 1 36, 801 31A k m 136, 711 nÆst. 190m 6a 2 . 50 % 2 . 50 % 2.50% 0 . 3 ( 212, 80) ( 210, 60) ( 211, 00) ( 211, 80) ( 210, 20) ( 211, 40) ( 207, 30) cc a. 40 m s t NAPOJ E NO NA S T `V. S T AV 17 J 60 - 1 : 12 - 500 -I , L , p , b 18 J 60 - 1 : 12 - 500 -I , L , p , b 23 J 60 - 1 : 11 - 300 , L , l , b 24 J 60 - 1 : 11 - 300 , L , p , b 29 J 49 - 1 : 7 , 5 - 190 -I , L , l , b 31 J 4 9 - 1 : 7 , 5 - 190 -I , L , p , b 28 30 J 60 - 1 : 11 - 300 , L , p , b 34 J 60 - 1 : 11 - 300 , L , p , b V J 49 - 1 : 7 , 5 - 190 -I , L , l , b 19 J 60 - 1 : 9 - 190 , L , l , b 20 J 6 0 - 1 : 9 - 19 0 , L , l , b 22 / 5 00 , 00 0 ) , P , l , b 751 , 38 0 O b l - o60 - 1 : 9 - 300 ( 21 /382,069),L,p,b 1400,000 O b l - o60 - 1 : 9 - 300 ( 26 J 60 - 1 : 18 , 5 - 1200 -I , P , p , b I . n Æ s t up it d l . 170 m I . n Æ s t up it d l . 170 m V=60km/h 4 lu=716m V=160km/h 2 lu=771m V=100km/h 3 lu=713m V=200km/h 5 lu=597m V=200km/h 7 lu=597m V=160km/h 1 lu=813m J 60 - 1 : 11 - 300 , L , p , b 3 , 750 3 , 750 3 , 750 3 , 750 3 , 7 5 0 3 , 7 5 0 3 , 7 5 0 3 , 75 0 S T . M OD I C E = k m 137 , 024 157 N E U T R ` L N ˝P O LE N E U T R ` L N ˝P O LE t t t t t t t t t t g t t t t t t t t t t t t t t t t t t t t t t t t t t T Y PNK : BD E S KA P O ¨ ETP O L˝: 1 - 4 , 5 m MO S TP E SP O T OKLE S KAVA TYP NK: B. UZAVEN R`M P O ¨ E TP O L ˝ : 4 - 7 . 0 m - 11 . 1 m - 5 . 0 m - 7 . 1 m TUNELOV MOSTY V KA : 3 - 9 m D L KA : 387 m O P R N `ZE ˇ V KA : 3 - 9 m D L KA : 4 5 1 m O P R N `ZE ˇ V KA : 1 - 3 m D L KA : 57 m O P R N `ZE ˇ V K A : 1 - 3 m D L KA : 5 7 m O P R N `ZE ˇ V K A : 1 , 5 - 8 m D L KA : 44 5 m O P R N `ZE ˇ V KA : 1 , 5 - 8 m D L KA : 5 4 5 m O P R N `ZE ˇ 138 , 000 138 , 100 138 , 200 138 , 300 138 , 400 138 , 500 138 , 600 138 , 700 138 , 800 138 , 900 139 , 000 139 , 100 37 1 : 2 6 , 5 - 2 5 00 36 1 : 2 6 , 5 - 2 50 0 0,700 0,800 0,900 1,000 1,100 1 , 200 1 , 30 0 1 , 4 0 0 1 , 500 1 , 600 1 , 7 00 1 , 8 0 0 1,900 2 , 000 207 . 000 520 . 873 m 0.000 34 9 . 596 m 6 . 000 R v = 12000 m yv = 0 . 054 m t = 36 . 000 m 209.098 349 . 596 m 6 . 000 673 . 654 m 16 . 500 R v = 16000 m yv = 0 . 221 m t = 84 . 000 m 220 . 213 673 . 654 m 16 . 500 612 . 3 0 1 m - 2 5 . 0 0 0 R v = 17000 m y v = - 3 . 6 6 0 m t = 352 . 750 m 204 . 905 6 12 . 3 01 m - 25 . 000 3 70 . 44 9 m 5.000 R v = 15000 m yv = 1 . 687 m t = 225 . 000 m k m 1 + 1 94 . 00 0 k m 1 + 5 4 3 . 5 9 6 k m 2 + 217 . 250 116 117 15 0 16 0 2 00 km 1,800 0 6 1 20 7 . 7 49 200 . 163 m 5 . 998 208 . 949 20 0 . 16 3 m 5 . 99 8 389.839m -5.000 R v = 8000 m yv = - 0 . 121 m t = 43 . 992 m 207.000 38 9 . 839 m - 5 . 000 369.998m 0.000 Rv=8000m yv=0.025m t=20.000m 139 , 200 139 , 300 139 , 400 139 , 500 139 , 600 139 , 700 139 , 800 139 , 900 2 , 10 0 2 , 200 2 , 300 2 , 400 2,500 2,600 2 , 700 2 , 800 2 , 9 00 3 , 000 207.000 1647.531m 0.000 884.625m -1.130 Rv=16000m yv=-0.003m t=9.043m k m 139 + 647 . 5 3 1 k m 2 + 829 . 551 119 120 121 601 1:14-760-I 603 1:14-760-I 602 1:14-760-I 207 . 0 0 0 369 . 9 98 m 0 . 000 320 . 0 0 0 m - 3 . 000 R v = 1 0 000 m yv = - 0 . 011 m t = 15 . 0 0 0 m 206 . 040 320 . 000 m - 3 . 000 2 7 8 . 5 7 1 m - 10 . 0 00 R v = 1 0 0 00 m yv = - 0 . 0 6 1 m t = 35 . 00 0 m 140 , 000 R= 5000 m R= 4996 m R= 200 0 0 m R= 20000 m R= 1604 m R= 1600 m R= 16 0 4 m R= 1600 m R= 12000 m R= 1 2000 m R= 12005 m R= 1200 0 m P E S T AV B A U B Mod li ce - B r no H o r n H e r p i ce m od e r n i zace oe s e ku R S B r no - V r a nov i ce ( vj ez d n a V R T B r no - V r a nov i ce ) P E S T AV B A U B k m 1 3 8 , 1 7 6 = k m 1 , 1 5 1 k m 139 , 500 n = 1 1 . 11 V , n 13 0 = 1 0 . 41 V 1 3 0 I = 24 mm , I 13 0 = 3 1 mm D = 3 0 mm , L k = 50 m V = 1 5 0 k m / h , V 1 3 0 = 1 60 k m / h R= 50 0 0 m n = 9 . 8 2 V , n13 0 = 9 . 2 1 V I = 88 mm , I 1 30 = 11 1 mm D = 7 8 mm , L k = 1 1 5 m V = 1 50 k m / h , V 1 3 0 = 16 0 k m / h R= 16 00 m n = 9 . 82 V , n 1 30 = 9 . 2 1 V I = 8 8 mm , I 1 3 0 = 1 1 1 mm D = 78 mm , L k = 11 5 m V = 150 k m / h , V 1 3 0 = 1 6 0 k m / h R= 16 00 m n = 9 . 16 V , n130 = 8 . 46 V , nk = 10 . 00 V k I = 47 mm , I 130 = 65 mm , I k = 30 mm D = 60 mm , L k = 66 m V = 120 k m / h , V 130 = 130 k m / h , V k = 110 k m / h R= 1600 m R= 2500 m R= 2500 m R= 800 m 118 / 760 ) - I 1463 . 202 O b l - o - 1 : 12 - 500 ( 1 : 9 - 300 1:9-300 1:9-300 1 : 9 - 300 1 : 11 - 300 A B - L k m138 , 455 2 S , 1 Sk m138 , 027 A B- Sk m139 , 027 AB-L km 1,900 L 1 , L 2 k m137 , 428 k m 137 , 024 157 = 0 , 000 s po j k a R S M od l i ce - U B s t . M od l i ce 1 L , 2 L k m139 , 455 A B - Sk m2 , 850 L c 98 k m139 , 641 S c 98 k m 139 , 354 km 140,027 a , S92 a S91 1L 2L P 1 S , P 2 S , S 1 S , S 2 Sk m138 , 527 = k m1 , 505 L c 5 c , L c 7 c k m138 , 330 = k m1 , 308 k m 1 , 610 s t . B r no ji h LEGENDA LEGENDA R S- V r a nov i ce B lec l a v Brno RS - Pr a h a stÆvajc kolej stÆvajc stav mosty, zdi ciz stavby koleje novØ kolej vleLky kolej spojky trat RS Praha - Brno a Brno - Vranovice neutrÆln pole TV 2 1 104 106 108 110 112 114 P1a P2a S1 S2 2 1 98 1 2 7c 5c P1b P2b 104 106 108 110 112 114 u.dl. 755m u.dl. 755m u.dl. 760m u.dl. 706m u.dl. 647m u.dl. 668m