Transcription of 橋梁補修工一般図 - town.miyota.nagano.jp
1 S=1:50 S=1:50. A1 A2. 6640.. 20 6600 20 5100. 300 4500 300. 250 6100 250. 350 350.. As20F t=5cm ( ).. 24-8-25BB 550 150. 24-8-25BB. 260. 250. 250. 700 400. 600100.. ( PVC). 300.. 1:0. ( ) ..3..3. ( ). 1:0. ( ). S=1:50.. A1 A2 As20F t=5cm 6640 2.. 20 6600 20 24-8-25BB.. 6100 . 250 250. ( 20%).. PVC.. 300.. As20F t=5cm A1,A2 .. M25 t=5cm .. 4500. 5100. 18 . 51 .. As20F t=5cm ( ).. 300.. 24-8-25BB 1 . 8.. S=1:50. S=1:50. A1 A2 . 5200. A2 A2 350 4500 350. L=2000 6640 259 L=4000. 194. 20 6600 20 . As20F t=5cm 250 6100 250 ( ).
2 450.. 600100. As20F t=5cm . 700. M25 t=5cm A= . 350. 300.. 18mm L= . S=1:30 S=1:10. 2 ( . 4500. 5200. 18 . 50. 51 . 200.. 100. As20F t=5cm 18mm M25 t=5cm L= 50. A= . RC-T . 350. 650.. 60. As . 50. 1 . As20F t=5cm 200. 2. ( ) 2.. 150.. A= 3 .. 35. L= 5.. 20.. L=1500. 1 .. 1 . 1. S=1:2 2 2 . 3 . 1. 5 . 1. 45x132 2 SPCC).. 1 +10mm 10. 60x10. 50. As t=40mm 1. 40. As t=50mm As20F t=5cm L= 20 1. RC RC . 2. ( ). ( ) 18mm .. 2 .. 1. t=50mm 8 . 2.. 3.. 4.. 5.. 6.. 7. A2 .. 8.. ( ). S=1:20.. 300. S=1:10. S=1:30. 250. 50 200. 150 250.
3 400. 6600. 100 200 24@250=6000 200 100. 50. 350. 50 150 50. S1 D13. 50 250 50. 150 300. 450. 50150. S2 D13. S3 D13. S4. 300. D13. 150 50. 250. S1 D13. 50. 450. S2 D13. 50 50 150. As . 100. 16. S=1:20.. 100 100.. 350 S=1:30.. 300. 6600. 50 250. 24-8-25BB. 100 200 24@250=6000 200 100. 300. 450. 150. 50. S3 D13. 350. 250. 50. 100. S4.. D13. 90.. 5cm 5cm .. 6400 1 . 250. S1 D13 350 54 19. S2 500 54 27. 200. 200. 350. S3 650 54 35. 350. 100. S4 6600 10 64.. 100.. D 13 SD345 145 kg 150 3 . 8. 145 kg . S4 10-D13 6400. S1 54-D13 350 S2 54-D13 500 S3 54-D13 650.
4 16 100 108 .. D13 108 .. 1.. 2.. 3.. S=1:50 S=1:2.. A1 A2. 6640. 20 6600 20. 5. 250 6100 250.. ( ). 30mm . As 50.. 300.. 30mm .. 66.. 80.. 4500. 5100. 18 .. 51 . 66. 00.. 300. 20.. 5 30 (6600+6680) kg ( ). 20 30 (6600+6680) kg ( ). ( + ) 2 300 239 g 239 g .. 4 . 8.. 1 .. 2 .. 3 .. 4 .. 5 .. PM .. No.. W L .. V(m 3 ) - 1. 4500 6600 50 20% S=1:30 .. W -L -D . : . = m3. : .. : PM . PM : PM .. No.. W(mm) L(mm) D(mm) V(m 3 ). -1 1200 300 50(20) A1 A2. -2 500 300 50(30) -3 200 200 50(30) = m3. () .. 550. G1 . 300.. 200 G3.
5 H-2.. 5100. 4500. G2. G2 .. G1. 200.. 300. G3 . 100 600. 400 700 .. -3. 200 200 30.. -2. 500 300 30. -1. 6640 1200 300 20. 20 6600 20.. RC .. 350. 25.. ( PVC). L= 15.. 4500. 5200. PVC 5 . 8.. 1. W= . 2.. ( PVC) . 3.. L= . ( 20 . 350. 3.. S=1:30.. W L .. - 1.. W -L -D . : . A1 : .. : PM . : PM .. 6700. 150 420 420 150. 900. 900. 900. 300. 300. 300. -1. 50 50 150. 1200. 1 :0. 3. 1400. 1 :0. 3.. PM .. No.. W(mm) L(mm) D(mm) V(m 3 ). -1 50 50 150 -2 600 400 30 3. = m . 6700.. 420. 6 . 8.. -2. 600 400 30 .. S=free . PM.)
6 RC . 25. 15. PVC .. 1.. 2. 10mm . 3.. As20F t=50mm ( ) M-25 t=50mm ( ).. 7 . 8.. S=1:50 S=1:50. A1 A2. 6640.. 20 6600 20 5100. 300 4500 300. 250 6100 250. 350 350. 550 150. 260. 250. 250. 300. 1800. 1:0..3..3. 1:0.. ( ) 1500. ( ) 1500. S=1:50.. A1 A2. 6640 . 20 6600 20. 6100 . 250 250. 6600.. ( ) .. 1500. 300.. ( ).. 4500. 5100.. ( ). 18 . 51 .. 300. 1500.. 8 . 8.
