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23. —§ƒ–‰Ô‹´(1)Eã“c‹´@‘¼ (PDF/18.6MB)
| ’Ê”Ô | File | page | •W‘è | “à—e | ÝŒv | Ƹ | —pކ | ”õl | |||||
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| –¼‘O | “ú•t | –¼‘O | “ú•t | ŽÐˆó | Œrü | Ž†Ž¿ | ƒyƒ“ | ||||||
| 1 | - | 1 | Estimate of Cost for Tategahana Bridge over chikuma gawa Nagano Ken | ÝŒvðŒ, Stringer | J. masuda | 19220214 | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 2 | - | 2 | Estimate of Cost for Tategahana Bridge over chikuma gawa Nagano Ken | Stringer (‘±), Cross Beam | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 3 | - | 3 | Estimate of Cost for Tategahana Bridge over chikuma gawa Nagano Ken | Lower Lateral Bracing, Upper Lateral Bracing, Sway Bracing | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 4 | - | 4 | Estimate of Cost for Tategahana Bridge over chikuma gawa Nagano Ken | Metal in Bridge | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 5 | - | 5 | Estimate of Cost for Tategahana Bridge over chikuma gawa Nagano Ken | Design of abutment | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 6 | - | 6 | Estimate of Cost for Tategahana Bridge over chikuma gawa Nagano Ken | Design of pier | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 7 | - | 7 | Estimate of Cost for Tategahana Bridge over chikuma gawa Nagano Ken | ã•”\‘¢‰×dŒvŽZ | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 8 | - | 8 | Estimate of Cost for Tategahana Bridge over chikuma gawa Nagano Ken | ã•”\‘¢‰×dŒvŽZ (‘±) | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 9 | - | 9 | Estimate of Cost for Tategahana Bridge over chikuma gawa Nagano Ken | Estimate of cost | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 10 | - | 10 | Estimate of Cost for Tategahana Bridge | ƒgƒ‰ƒX‚̉×d} | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 11 | - | 11 | Estimate of Cost for Tategahana Bridge | ƒgƒ‰ƒX’f–Ê¡–@} | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 12 | - | 12 | Estimate of Cost for Tategahana Bridge | ƒgƒ‰ƒXÞ—¿ŒvŽZ | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 13 | - | 13 | Estimate of Cost for Tategahana Bridge over chikuma gawa Nagano Ken | |dŒvŽZAEstimate of cost | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 14 | - | 1 | Highway Bridge Uedabashi Nagano Ken | ‹´—ÀŒaŠÔŠ„}EÝŒvðŒ | - | 19220924 | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 15 | - | 2 | Highway Bridge Uedabashi Nagano Ken | Cross section of structure | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 16 | - | 3 | Highway Bridge Uedabashi Nagano Ken | Stringers, Floor Beam | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 17 | - | 4 | Highway Bridge Uedabashi Nagano Ken | Section of Floor Beam, Lower Lateral Bracing, Upper Lateral Bracing |
- | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 18 | - | 5 | Highway Bridge Uedabashi Nagano Ken | Portal Bracing, Sway Bracing | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 19 | - | 6 | Highway Bridge Uedabashi Nagano Ken | Metal in Bridge, Load on pier, Design of Pier | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 20 | - | 7 | Highway Bridge Uedabashi Nagano Ken | Design of abutment | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 21 | - | 8 | Highway Bridge Uedabashi, Uyeda Nagano Ken | Estimate of cost | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 22 | - | 9 | Bridge over chikuma gawa at Uyeda for Uyeda onsenkido | Stringer, Cross beams | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 23 | - | 10 | Bridge over chikuma gawa at Uyeda for Uyeda onsenkido | Lower Lateral Bracing, Upper Lateral Bracing, Diagonals, Portal Bracing, metal in Bridge |
- | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 24 | - | 11 | Bridge over chikuma gawa at Uyeda for Uyeda onsenkido | Piers, abutments | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 25 | - | 12 | Bridge over chikuma gawa at Uyeda for Uyeda onsenkido | Estimate of cost | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 26 | - | 13 | Highway Bridge Uedabashi, Uyeda Nagano Ken | |dŒvŽZ | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 27 | - | 14 | Highway Bridge Uedabashi, Uyeda Nagano Ken | Estimate of cost | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 28 | - | 15 | Highway Bridge Uedabashi, Uyeda Nagano Ken | Weight of truss | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 29 | - | 16 | Highway Bridge Uedabashi, Uyeda Nagano Ken | Weight of truss (‘±) | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 30 | - | 1 | Estimate of Cost for Saigawa Bashi (Ò쑺) between –¾‰È@and ‰º‰Ÿ–ì |
ÝŒvðŒ, 180' steel span, Cross section of Floor | - | - | - | - | –³ | •ûŠá | •’Ê | ƒyƒ“ | |
| 31 | - | 2 | Estimate of Cost for Saigawa Bashi | Cross section of Floor (‘±), Stringer, Floor Beam | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 32 | - | 3 | Estimate of Cost for Saigawa Bashi | Floor Beam (‘±j | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 33 | - | 4 | Estimate of Cost for Saigawa Bashi | Diagonals, Sway Bracing and Portal | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 34 | - | 5 | Estimate of Cost for Saigawa Bashi | 180' Truss Span, ‰×dŒvŽZ | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 35 | - | 6 | Estimate of Cost for Saigawa Bashi | 3-span continuous 40' concrete girder, ‰×dŒvŽZ | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 36 | - | 7 | Estimate of Cost for Saigawa Bashi | ‰×dŒvŽZ (‘±), Main girder | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 37 | - | 8 | Estimate of Cost for Saigawa Bashi | Main girder (‘±) | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 38 | - | 9 | Estimate of Cost for Saigawa Bashi | Cross section of Bridge | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 39 | - | 10 | Estimate of Cost for Saigawa Bridges | Bridge Pier | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 40 | - | 11 | Estimate of Cost for Saigawa Bridges | HŽ–”ïŒvŽZ | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 41 | - | 12 | Highway Bridge Hokari Bashi (•äŠ ‹´j@’·–ì@¼–{ü | ÝŒvðŒE°‘g‚̉×dŒvŽZ | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 42 | - | 13 | Highway Bridge Hokari Bashi on Nagano-Matumoto Line | Stringer, Floor Beam | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 43 | - | 14 | Highway Bridge Hokari Bashi on Nagano-Matumoto Line | Main Girder | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 44 | - | 15 | Estimate of Cost for Highway Bridge Hokari Bashi on Nagano-Matumoto Line | Design of substructures | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 45 | - | 16 | Estimate of Cost for Highway Bridge Hokari Bashi on Nagano-Matumoto Line | Bridge Pier | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 46 | - | 17 | Estimate of Cost for Koizumi Bashi (¬ò‹´j on Nagano-Matumoto Line | ÝŒvðŒ, ‰×dŠTŽZ, Œ…—LŒø‚‚³„Œv | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 47 | - | 18 | Estimate of Cost for Koizumi Bashi on Saigawa line between Nagano-Matumoto Line | ƒRƒ“ƒNƒŠ[ƒgA“S‹Ø—Ê„Œv, HŽ–”ïŒvŽZ | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 48 | - | 19 | Estimate of Cost for Yasuga Bashi (ˆÀ‰ê‹´j on Saigawa Line between Nagano Matumoto | ÝŒvðŒ, Intermediate Beam | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 49 | - | 20 | Estimate of Cost for Yasuga Bashi on Saigawa Line between Nagano Matumoto | Floor Beam | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 50 | - | 21 | Estimate of Cost for Yasuga Bashi on Saigawa Line between Nagano Matumoto | ƒA[ƒ`ƒŠƒu | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 51 | - | 22 | Estimate of Cost for Yasuga Bashi on Saigawa Line between Nagano Matumoto | ƒA[ƒ`ƒŠƒu (‘±) | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 52 | - | 23 | Estimate of Cost for Yasuga Bashi on Saigawa Line between Nagano Matumoto | ƒA[ƒ`ƒŠƒu (‘±) | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 53 | - | 24 | Estimate of Cost for Yasuga Bashi on Saigawa Line between Nagano Matumoto | ƒA[ƒ`ƒŠƒuƒRƒ“ƒNƒŠ[ƒg, “S‹Ø—ÊŒvŽZ | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 54 | - | 25 | Estimate of Cost for Yasuga Bashi on Saigawa Line between Nagano Matumoto | Estimate of cost | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 55 | - | 26 | Estimate of Cost for Sanseiji Bashi on Saigawa Line between Nagano & Matsumoto | ÝŒvðŒE°‘g‚̉×dŒvŽZ | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 56 | - | 27 | Estimate of Cost for Sanseiji Bashi on Saigawa Line between Nagano Matumoto | ƒA[ƒ`ƒŠƒu, Estimate of cost | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 57 | - | 28 | Summary of Estimate of Cost | •äŠ ‹´AˆÀ‰ê‹´AŽR´˜H‹´A¬ò‹´AÒì‹´‚ÌHŽ–”ïWŒv | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | |
| 58 | - | - | - | •äŠ ‹´‘¤–Ê} | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | 1.5mm•ûŠáކ |
| 59 | - | - | - | ˆÀ‰ê‹´‘¤–Ê} | - | - | - | - | –³ | •ûŠá | •’Ê | ‰”•M | 1.5mm•ûŠáކ |