Reinforced Concrete Bridge, Student Work, Bulgaria DWG Full Project for AutoCAD

Reinforced Concrete Bridge, Student Work, Bulgaria DWG Full Project for AutoCAD

Student project for reinforced concrete bridge;Bulgaria.I`m a student and this is one one my projects

Drawing labels, details, and other text information extracted from the CAD file (Translated from Corsican):

Counterbalance, óíèâåðñèòåò II àðõèòåêòóðà ñòðîèòåëñòâî is ãåîäåçèß, êóðñîâ ïðîåêò, ñúäúðæàíèå, èçïúëíèë, ðúêîâîäèòåë, äàòà :, ïîäïèñ :, ïúòåí òóíåë, IA ðàçïîëîæåíèå âçðèâíèòå äóïêè, AIO. þ. Hide, íàïðàâëåíèå íà îñòó, êèëîìåòðàæ, õåêòîìåòðàæ, òåðåííè êèòè, íèâåëåòíè êîôè, íàêëîíè and äúëæèíè, ………………………… ……………………………………, äà ñå ïðîåêòèðà ñòììàíîáåòîíeí ìîñò ​​ïî çàäàäåíèòå ñèòóàöèÿ is íàäëúæåí ïðîôèë, óíèâåðñèòåò II àðõèòåêòóðà, ñòðîèòåëñòâî is ãåîäåçèß, whereas the i is, in ëàãåð, èçãîòâèë, ñòîìàíîáåòîíåí Iino, ãåíåðàëåí ïëàí, ãë.àñ.èíæ. ï. íèêîëîâ

Raw text data extracted from CAD file:

1 ELEV 7 3470 140 3470 140 3470 140 3470 150 530 70 35 20 600 180 100 1030 20 450 1535 150 2155 75 575 200 575 75 1500 85 200 85 370 20 450 75 575 200 575 75 1500 75 575 200 575 75 1500 20 75 575 200 575 75 1500 3570 150 4190 100 180 600 150 530 70 750 839,9 170 800 170 1140 25 75 70 800 70 75 25 1100 150 ÓÍÈÂÅÐÑÈÒÅÒ ÏÎ ÀÐÕÈÒÅÊÒÓÐÀ ÑÒÐÎÈÒÅËÑÒÂÎ È ÃÅÎÄÅÇÈß ÊÀÒÅÄÐÀ "ÑÒÐÎÈÒÅËÍÈ ÑÚÎÐÚÆÅÍÈß" Êóðñîâ ïðîåêò Ñúäúðæàíèå Èçïúëíèë Ðúêîâîäèòåë \U+00D7\U+00E5\U+00F0\U+00F2\U+00E5\U+00E6 N8 Ì 1:50 äàòà: ïîäïèñ: Ïúòåí òóíåë Ðàçïîëîæåíèå íà âçðèâíèòå äóïêè Ìàðèíà Ïëàìåíîâà Áåðîâà, ÑÒÑ-4, Ô¹2987 äîö. Þ. Òîòåâ 75 75 20 140 140 20 450 3360 3980 150 20 450 4655 150 3470 140 5275 17900 675 675 575 200 575 1350 240 660 240 570 570 1140 575 1350 240 570 1140 675 575 200 240 660 570 575 1350 240 570 1140 675 575 200 240 660 570 575 1350 240 570 1140 675 575 200 240 660 570 3480 3610 3610 3610 3480 17900 180 26 180 26 25 75 70 800 70 75 25 78 236 1100 70 120 180 40 3470/2 = 1735 145 400 800 170 170 1140 244 244 244 244 45 15 15 15 15 7,6 20 7,6 5,1 27,8 3470/2 = 1735 3470/2 = 1735 10 10 44x20=880 6,5 45 121 8 20 8 180 145 120 118 30 8 20 40 25 75 70 400 70 75 25 60 18 80 76 25 8 121 8 8 10 145 5 20 5 180 15 15 15 15 9,3 7,6 20 20 5,1 27,8 14,2 14x10=140 10 10 84x10=840 3470/2=1735 3,5 5 180 25 80 76 25 8 8 8 10 145 180 25 600 180 100 690 190 880 50 1090 50 595 595 1190 690 190 880 1190 50 1090 50 595 595 675 675 55 236 236 236 236 78 78 1100 260 55 370 55 236 236 236 236 78 78 1100 73 128 236 236 236 236 78 78 1100 260 55 55 370 236 236 236 236 78 78 1100 260 55 55 370 236 236 236 236 78 78 1100 260 55 55 370 600 180 100 236 236 236 78 236 236 236 78 78 236 3470 140 3470 3470 140 3470 150 530 70 35 20 600 180 100 1030 20 450 1535 150 2155 85 200 85 370 20 450 75 575 200 575 75 1500 75 575 200 575 75 1500 20 75 575 200 575 75 1500 3570 150 4190 75 75 20 140 140 20 450 3360 3980 150 20 450 4655 150 3470 140 17900 7 140 75 575 200 575 75 1500 100 180 600 150 530 70 750 5275 28 28 28 75 10 \U+220528 \U+220528 ÍÀÏÐÅ×ÅÍ ÐÀÇÐÅÇ 3-3 Ì1:50 381800 381700 30 20 10 381800 90 50 40 30 10 90 381700 20 60 70 80 90 80 60 70 40 80 70 50 60 588 12 503.36 509.24 10.00 90.00 8289 +445.00 450 455 460 465 470 475 480 485 495 490 505 500 171 582 1244 1879 2541 3202 3373 3677 3652 4146 4270 4292 4413 4758 4807 4245 3621 3111 2626 2166 1755 1331 1015 747 555 351 163 381+800.00 381+700.00 L=298.054 545.15 5.00% 545.15 5.00% 26.55 23.14 5.00 1.76 95.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 90.00 80.00 70.00 60.00 8280' 8280" 8282" 8282' 5.00 3.45 3.41 5.00 3.24 10.00 10.00 10.00 10.00 10.00 10.00 3.14 1.76 5.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 500.02 500.19 499.11 498.95 498.61 502.98 496.54 489.42 482.57 475.45 468.34 466.46 463.25 463.34 457.90 456.41 456.03 454.73 451.03 8279' 450.29 455.41 461.15 465.75 470.10 474.20 477.81 481.55 484.21 486.39 487.81 489.35 490.73 490.15 502.86 502.36 501.86 501.36 500.86 500.36 499.86 499.36 498.86 498.36 497.86 497.36 496.86 496.36 495.86 495.36 494.86 494.36 493.86 493.36 492.86 492.36 491.86 8288 8287 8286 8284 8283 8285 8282 8281 8279 8278 8280 8277 8276 8274 8275 8272 8270 8271 8273 8268 8269 8267 8266 ÍÀÏÐÀÂËÅÍÈÅ ÍÀ ÎÑÒÀ ÊÈËÎÌÅÒÐÀÆ ÕÅÊÒÎÌÅÒÐÀÆ ÍÎÌÅÐÀ ÍÀ ÒÎ×ÊÈÒÅ ÐÀÇÑÒÎßÍÈÅ ÌÅÆÄÓ ÒÎ×ÊÈÒÅ ÒÅÐÅÍÍÈ ÊÎÒÈ ÍÈÂÅËÅÒÍÈ ÊÎÒÈ ÍÀÊËÎÍÈ È ÄÚËÆÈÍÈ Ñòóäåíò / ôàê. N:................................................ ........................................................................ Ðúêîâîäèòåë / äàòà ...................................... ........................................................................ Ñïåöèàëíîñò "Ñòðîèòåëñòâî íà òðàíñïîðòíè ñúîðúæåíèÿ" Äà ñå ïðîåêòèðà ñòîìàíîáåòîíeí ìîñò ïî çàäàäåíèòå ñèòóàöèÿ è íàäëúæåí ïðîôèë ÓÍÈÂÅÐÑÈÒÅÒ ÏÎ ÀÐÕÈÒÅÊÒÓÐÀ, ÑÒÐÎÈÒÅËÑÒÂÎ È ÃÅÎÄÅÇÈß Ç À Ä À Í È Å Êàòåäðà "Òðàíñïîðòíè ñúîðúæåíèÿ" Çà êóðñîâ ïðîåêò ïî "Ñòîìàíîáåòîííè ìîñòîâå" Âàðèàíò 6 1:10 1:10 +494.34 +499.75 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ó1 Ñ1 Ñ2 Ñ3 Ñ4 Ó2 5 ÏÎÃËÅÄ ÎÒÃÎÐÅ Ì1:200 ÏËÀÍ ÎÑÍÎÂÈ Ì1:200 5 5 5 5 501.49 499.75 497.95 496.14 494.34 492.60 2% 2.5% 2.5% 2% 5 5 5 5 5 5 5 5 5 \T1.50000;ÈÇÃËÅÄ\T1.50000; 1-1 \W1.13960; \T1.50000; M1:200 5 5 5 20ñì ïîäëîæåí áåòîí +497.95 +501.49 5 5 +492.80 +496.14 5 5 5 5 5 5 5 5 5 5 5 5 17900 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 17900 180 26 ÍÀÏÐÅ×ÅÍ ÐÀÇÐÅÇ 2-2 Ì1:50 2% 2.5% 2.5% 2% 5 5 5 5 5 5 5 78 236 5 5 180 26 5 5 5 5 5 5 8 5 5 5 5 3470/2 = 1735 5 1 1 5 5 5 5 5 5 5 5 5 5 5 5 244 244 244 244 163 53 30 13 14 7 5 450 340 250 5O0 450 310 5 1 2 3 4 5 - 173x2=346 áð. \W3.64662; 280 \W3.64662; 250 \W3.64662; 500 14 10 14 10 3470 6 6\U+03C610/m' \W3.17043; 3470 5\U+03C610/m' 3 4 1 2 8 7 3 4 3470 7 10N12/m' \W3.17043; 3470 3470 8 10N16/m' \W3.17043; 3470 5 ÍÀÄËÚÆÅÍ ÐÀÇÐÅÇ 1-1 Ì 1:25 ÍÀÏÐÅ×ÅÍ ÐÀÇÐÅÇ Ì 1:25 7 8 1 1 28 28 \W1.34129; 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 5 5 5 5 5 5 5 5 5 5 5 5 180 5 5 5 15 5 5 5 5 5 15 5 5 5 20 5 5 5 5 5 5 14x10=140 3470/2 = 1735 3470/2 = 1735 N 13,14,15,20,21,22,23,24 L=1,8m 2 2 N 13,14,15,20,21,22,23 L=8,68m \W7.25902; Ðàçðåç 2-2 \W6.20831; M 1:25 Ðàçðåç 1-1 M 1:25 \W6.61688; (íàïðÿãàùà àðìèðîâêà) \W6.93483; Èçãëåä îòñòðàíè íà GT ãðåäà \W8.26262; M 1:50 \W9.86021; Íàäëúæåí ðàçðåç íà íàïðåãíàòà àðìèðîâêà \W8.38508; M 1:50 \W8.47963; Ïîãëåä îòãîðå íà GT ãðåäà \W8.26262; M 1:50 5 10N10/m' 10N14/m' 5 28 28 Ðàçðåç 2-2 M 1:25 \W6.61688; (íàïðÿãàùà àðìèðîâêà) 5 5 1 \W1.26986; 2 \W1.26986; 3 \W1.24605; 4 \W1.26986; 5 \W1.24605; 6 \W1.26986; 7 \W1.26986; 8 \W1.29367; 9 \W0.72224; 10 \W0.86510; 11 \W0.72224; 12 \W0.72224; 13 \W0.69843; 14 \W0.72224; 15 \W0.72224; 16 \W0.72224; 17 \W0.72224; 18 \W0.74605; 19 \W0.79367; 20 \W0.93652; 21 \W0.79367; 22 \W0.79367; 23 \W0.76986; 24 \W0.79367; 25 \W0.79367; 26 \W0.79367; 27 îñ ëàãåð 130 10 16 60 16 \W0.62020; 60 10 11 63 10 11 12 10 \W0.57258; 12 10 190 190 84x10=840 44x20=880 3470/2=1735 5 5 5 5 \W6.93483; Èçãëåä îòñòðàíè íà GT ãðåäà \W8.26262; M 1:50 5 5 \W3.64662; 450 10N10/m' 3 4 \W3.64662; 340 10N14/m' - 347x2=694 áð. 10 9N18/m' \W3.57519; 160 75 75 10 5 5 5 5 5 5 5 5 5 5 5 5 180 \W8.55210; ÊÎÔÐÀÆÅÍ È ÀÐÌÈÐÎÂÚ×ÅÍ ÏËÀÍ ÍÀ ÍÀÄËÚÆÍÀ \W9.14568; ÃÐÅÄÀ \W7.15943; ÀÐÌÈÐÎÂÚ×ÅÍ ÏËÀÍ ÍÀ ÌÅÊÀÒÀ ÀÐÌÈÐÎÂÊÀ ÍÀ \W8.66705; ÍÀÄËÚÆÍÀ ÃÐÅÄÀ 5 - 347x2=694 áð. - 347x2=694 áð. - 347x2=694 áð. 1 2 4 3 1 \W3.62281; 394 90N10 \W1.34129; 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 1 \W1.26986; 2 \W1.26986; 3 \W1.24605; 4 \W1.26986; 5 \W1.24605; 6 \W1.26986; 7 \W1.26986; 8 \W1.29367; 9 \W0.72224; 10 \W0.86510; 11 \W0.72224; 12 \W0.72224; 13 \W0.69843; 14 \W0.72224; 15 \W0.72224; 16 \W0.72224; 17 \W0.72224; 18 \W0.74605; 19 \W0.79367; 20 \W0.93652; 21 \W0.79367; 22 \W0.79367; 23 \W0.76986; 24 \W0.79367; 25 \W0.79367; 26 \W0.79367; 27 \W5.70050; ÓÍÈÂÅÐÑÈÒÅÒ ÏÎ ÀÐÕÈÒÅÊÒÓÐÀ ÑÒÐÎÈÒÅËÑÒÂÎ È ÃÅÎÄÅÇÈß \W8.93011; ÊÀÒÅÄÐÀ "ÒÐÀÍÑÏÎÐÒÍÈ ÑÚÎÐÚÆÅÍÈß" Êóðñîâ ïðîåêò Ñúäúðæàíèå Èçãîòâèë Ðúêîâîäèòåë Ñòîìàíîáåòîíåí ìîñò Ãåíåðàëåí ïëàí Ìàðãàðèòà Òðàéêîâà ÑÒÑ 2994 ãë.àñ.èíæ. Ï. Íèêîëîâ \W5.70039; ÓÍÈÂÅÐÑÈÒÅÒ ÏÎ ÀÐÕÈÒÅÊÒÓÐÀ ÑÒÐÎÈÒÅËÑÒÂÎ È ÃÅÎÄÅÇÈß \W8.92993; ÊÀÒÅÄÐÀ "ÒÐÀÍÑÏÎÐÒÍÈ ÑÚÎÐÚÆÅÍÈß" Êóðñîâ ïðîåêò Ñúäúðæàíèå Èçãîòâèë Ðúêîâîäèòåë Ñòîìàíîáåòîíåí ìîñò Ãåíåðàëåí ïëàí Ìàðãàðèòà Òðàéêîâà ÑÒÑ 2994 ãë.àñ.èíæ. Ï. Íèêîëîâ \W5.70039; ÓÍÈÂÅÐÑÈÒÅÒ ÏÎ ÀÐÕÈÒÅÊÒÓÐÀ ÑÒÐÎÈÒÅËÑÒÂÎ È ÃÅÎÄÅÇÈß \W8.92974; ÊÀÒÅÄÐÀ "ÒÐÀÍÑÏÎÐÒÍÈ ÑÚÎÐÚÆÅÍÈß" Êóðñîâ ïðîåêò Ñúäúðæàíèå Èçãîòâèë Ðúêîâîäèòåë Ñòîìàíîáåòîíåí ìîñò Àðìèðîâú÷åí ïëàí ìåêà àðìèðîâêà Ìàðãàðèòà Òðàéêîâà ÑÒÑ 2994 ãë.àñ.èíæ. Ï. Íèêîëîâ \W5.70039; ÓÍÈÂÅÐÑÈÒÅÒ ÏÎ ÀÐÕÈÒÅÊÒÓÐÀ ÑÒÐÎÈÒÅËÑÒÂÎ È ÃÅÎÄÅÇÈß \W8.92974; ÊÀÒÅÄÐÀ "ÒÐÀÍÑÏÎÐÒÍÈ ÑÚÎÐÚÆÅÍÈß" Êóðñîâ ïðîåêò Ñúäúðæàíèå Èçãîòâèë Ðúêîâîäèòåë Ñòîìàíîáåòîíåí ìîñò Êîôðàæåí è àðìèðîâú÷åí ïëàí ãðåäà Ìàðãàðèòà Òðàéêîâà ÑÒÑ 2994 ãë.àñ.èíæ. Ï. Íèêîëîâ \W5.70039; ÓÍÈÂÅÐÑÈÒÅÒ ÏÎ ÀÐÕÈÒÅÊÒÓÐÀ ÑÒÐÎÈÒÅËÑÒÂÎ È ÃÅÎÄÅÇÈß \W8.93004; ÊÀÒÅÄÐÀ "ÒÐÀÍÑÏÎÐÒÍÈ ÑÚÎÐÚÆÅÍÈß" Êóðñîâ ïðîåêò Ñúäúðæàíèå Èçãîòâèë Ðúêîâîäèòåë Ñòîìàíîáåòîíåí ìîñò Àðìèðîâú÷åí ïëàí ïëî÷à Ìàðãàðèòà Òðàéêîâà ÑÒÑ 2994 ãë.àñ.èíæ. Ï. Íèêîëîâ 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 5 5 5 2 2 3 3 236 236 236 78 78 236 236 236 236 78 \W5.70039; ÓÍÈÂÅÐÑÈÒÅÒ ÏÎ ÀÐÕÈÒÅÊÒÓÐÀ ÑÒÐÎÈÒÅËÑÒÂÎ È ÃÅÎÄÅÇÈß \W8.92974; ÊÀÒÅÄÐÀ "ÒÐÀÍÑÏÎÐÒÍÈ ÑÚÎÐÚÆÅÍÈß" Êóðñîâ ïðîåêò Ñúäúðæàíèå Èçãîòâèë Ðúêîâîäèòåë Ñòîìàíîáåòîíåí ìîñò Íàïðå÷åí ðàçðåç Ìàðãàðèòà Òðàéêîâà ÑÒÑ 2994 ãë.àñ.èíæ. Ï. Íèêîëîâ +494.34 +499.75 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +497.95 +501.49 5 5 +492.80 +496.14 5 5 5 5 5 5 5 5 5 5 5 5 17900 2% 2.5% 2.5% 2% 1 \W3.57519; 105 90N10 3 \W3.57519; 172 90N10 4 \W3.57519; 130 90N10 5 5 5 5 5 5 5 1 1 2x1d40 305

Language	Other
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, bridge, concrete, DWG, full, Project, projects, reinforced, student, work