‘“c~ŽŠÖŒWŽ‘—¿@ÝŒvŒvŽZ‘
2. Vì‹´EM•v’[i1j (PDF/20.4MB)
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| 1 | - | - | º˜aŒÜ”NŽOŒŽ@•Ÿ“‡Œ§@Vì‹´ÝŒvXŽZ‘‹yÞ—¿’²‘ | •\ކ | - | - | - | - | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 2 | - | 1 | Design of Shinkawa Bashi for Fukushima ken | ÝŒvðŒ | K.Inaba | 19300311 | M.Jinda | 19300405 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 3 | - | 2 | Design of Shinkawa Bashi for Fukushima ken | Cross section of Bridge | K.Inaba | 19300311 | M.Jinda | 19300405 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 4 | - | 3 | Design of Shinkawa Bashi for Fukushima ken | Design of Arch ring for Constant | K.Inaba | 19300311 | M.Jinda | 19300405 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 5 | - | 4 | Design of Shinkawa Bashi for Fukushima ken | Design of Arch ring for Constant (‘±) | K.Inaba | 19300311 | M.Jinda | 19300406 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 6 | - | 5 | Design of Shinkawa Bashi for Fukushima ken | Design of Arch ring for Constant (‘±) | K.Inaba | 19300313 | M.Jinda | 19300407 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 7 | - | 6 | Design of Shinkawa Bashi for Fukushima ken | Design of Arch ring for Constant (‘±) | K.Inaba | 19300313 | M.Jinda | 19300407 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 8 | - | 7 | Design of Shinkawa Bashi for Fukushima ken | Average Stress in Arch Rib | K.Inaba | 19300314 | M.Jinda | 19300408 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 9 | - | 8 | Design of Shinkawa Bashi for Fukushima ken | Influence diagram of moments | K.Inaba | 19300515 | M.Jinda | 19300409 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 10 | - | 9 | Design of Shinkawa Bashi for Fukushima ken | Stress of Arch Ring | K.Inaba | 19300316 | M.Jinda | 19300409 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 11 | - | 10 | Design of Shinkawa Bashi for Fukushima ken | Dead Load Moments, Thrusts and Average Stresses of Arch ring Panel Loads for Approximate max |
K.Inaba | 19300316 | M.Jinda | 19300410 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 12 | - | 11 | Design of Shinkawa Bashi for Fukushima ken | Live Load moments and thrusts | K.Inaba | 19300317 | M.Jinda | 19300410 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 13 | - | 12 | Design of Shinkawa Bashi for Fukushima ken | Live Load moments and thrusts@i‘±) | K.Inaba | 19300317 | M.Jinda | 19300410 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 14 | - | 13 | Design of Shinkawa Bashi for Fukushima ken | Live Load moments and thrusts@i‘±) | K.Inaba | 19300318 | M.Jinda | 19300412 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 15 | - | 14 | Design of Shinkawa Bashi for Fukushima ken | Live Load moments and thrusts@i‘±) | K.Inaba | 19300318 | M.Jinda | 19300412 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 16 | - | 15 | Design of Shinkawa Bashi for Fukushima ken | Live Load moments and thrusts@i‘±) | K.Inaba | 19300318 | M.Jinda | 19300412 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 17 | - | 16 | Design of Shinkawa Bashi for Fukushima ken | Live Load moments and thrusts@i‘±), Temperature Stress | K.Inaba | 19300318 | M.Jinda | 19300412 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 18 | - | 17 | Design of Shinkawa Bashi for Fukushima ken | Average stress in arch ring | K.Inaba | 19300319 | M.Jinda | 19300413 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 19 | - | 18 | Design of Shinkawa Bashi for Fukushima ken | Average stress in arch ring (‘±) | K.Inaba | 19300320 | M.Jinda | 19300413 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 20 | - | 19 | Design of Shinkawa Bashi for Fukushima ken | Average stress in arch ring (‘±) | K.Inaba | 19300320 | M.Jinda | 19300413 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 21 | - | 20 | Design of Shinkawa Bashi for Fukushima ken | Design of Spandrel wall | K.Inaba | 19300320 | M.Jinda | 19300414 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 22 | - | 21 | Design of Shinkawa Bashi for Fukushima ken | Design of Abutment | K.Inaba | 19300322 | M.Jinda | 19300414 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 23 | - | 22 | Design of Shinkawa Bashi for Fukushima ken | Design of Abutment (‘±) | K.Inaba | 19300322 | M.Jinda | 19300414 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 24 | - | 23 | Design of Shinkawa Bashi for Fukushima ken | Design of Abutment (‘±) | K.Inaba | 19300324 | M.Jinda | 19300414 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 25 | - | 24 | Design of Shinkawa Bashi for Fukushima ken | Design of Abutment (‘±) | K.Inaba | 19300324 | M.Jinda | 19300415 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 26 | - | 25 | Design of Shinkawa Bashi for Fukushima ken | Design of Abutment (‘±) | K.Inaba | 19300324 | M.Jinda | 19300415 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 27 | - | 26 | Materials of Shinkawa Bashi for Fukushima ken | Materials of Arch Ring, Materials of Spandrel walls | K.Inaba | 19300402 | M.Kojima | 19300406 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 28 | - | 27 | Materials of Shinobu Bashi for Fukushima ken | Materials of Spandrel walls (‘±), Materials of Entrance pedestal | K.Inaba | 19300402 | M.Kojima | 19300406 | JE | •ûŠá | •’Ê | ƒyƒ“ | uShinkawav¨uShinobuv‚ÌŒë‚è |
| 29 | - | 28 | Materials of Shinkawa Bashi for Fukushima ken | Materials of Entrance pedestal (‘±), Materials of South Abutment SA |
K.Inaba | 19300402 | M.Kojima | 19300406 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 30 | - | 29 | Materials of Shinkawa Bashi for Fukushima ken | Materials of South Abutment SA (‘±), Materials of Abutment SB | K.Inaba | 19300404 | M.Kojima | 19300406 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 31 | - | 30 | Materials of Shinkawa Bashi for Fukushima ken | Materials of Abutment SB (‘±), Foundation piles | K.Inaba | 19300404 | M.Kojima | 19300406 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 32 | - | 31 | Materials of Shinkawa Bashi for Fukushima ken | Vì‹´·“y | K.Inaba | 19300409 | - | - | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 33 | - | 32 | Materials of Shinkawa Bashi for Fukushima ken | Materials of Centering | K.Inaba | 19300407 | M.K | 19300409 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 34 | - | 33 | Materials of Shinkawa Bashi for Fukushima ken | Y, Sand box(–ØÞ•”), Sand box(‹à•¨•”), ÎÞ°ÙÄ‹yèP“™ | K.Inaba | 19300407 | M.K | 19300409 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 35 | - | 1 | Shinobu-Bashi for Fukushima-Ken | ŒvŽZ‰º‘‚«, Weight of Handrail ‘¼ | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 36 | - | 2 | Shinobu-Bashi for Fukushima-Ken | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 37 | - | 3A | Shinobu-Bashi for Fukushima-Ken | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 38 | - | 3B | Shinobu-Bashi | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 39 | - | 3C | Shinobu-Bashi | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 40 | - | 4 | Shinobu-Bashi for Fukushima-Ken | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 41 | - | 5 | - | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 42 | - | 6 | Shinobu-Bashi 4 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 43 | - | 7 | Shinobu-Bashi 4 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 44 | - | 8 | Shinobu-Bashi 4 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 45 | - | 9 | Shinobu-Bashi 4 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 46 | - | 10 | Shinobu-Bashi 4 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 47 | - | 11 | 4 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 48 | - | - | no. 1 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | - | - | - | ‰”•M | 47‚Ì— –Ê |
| 49 | - | 12 | Shinobu-Bashi 4 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 50 | - | - | no. 2 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | - | - | - | ‰”•M | 49‚Ì— –Ê |
| 51 | - | ‡L | Shinobu-Bashi 4 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 52 | - | - | no. 3 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | - | - | - | ‰”•M | 51‚Ì— –Ê |
| 53 | - | ‡M | Shinobu-Bashi 4 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 54 | - | - | span no. 4 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | - | - | - | ‰”•M | 53‚Ì— –Ê |
| 55 | - | 15 | Shinobu | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 56 | - | 16 | Shinobu-Bashi | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 57 | - | 17 | Shinobu-Bashi | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 58 | - | 40 | Shinobu-Bashi for Fukushima-Ken | ŒvŽZ‰º‘‚« (‘±) | J.masuda | 19300120 | - | - | JE | •ûŠá | •’Ê | ƒyƒ“ | void, ~ˆó |
| 59 | - | ‡@ | ‡@@Shinobu-Bashi Span no. 1 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 60 | - | ‡A | ‡@@Shinobu-Bashi Span no. 1 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 61 | - | ‡B | ‡@@Shinobu-Bashi Span no. 1 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 62 | - | ‡C | ‡@@Shinobu-Bashi Span no. 1 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 63 | - | ‡D | ‡@@Shinobu-Bashi Span no. 1 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 64 | - | ‡E | ‡@@Shinobu-Bashi Span no. 1 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 65 | - | ‡F | ‡@@Shinobu-Bashi Span no. 1 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 66 | - | ‡G, ‡H | ‡@@Shinobu-Bashi Span no. 1 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 67 | - | ‡I | ‡@@Shinobu-Bashi Span no. 1 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 68 | - | - | 1 | Temperature stress | - | - | - | - | SN | –³’n | •’Ê | ‰”•M | |
| 69 | - | - | ‡@ | ŒvŽZ‰º‘‚« | - | - | - | - | SN | –³’n | •’Ê | ‰”•M | |
| 70 | - | - | Coefficient for normal thrust of Arch ring | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | SN | –³’n | •’Ê | ‰”•M | — ‚ÉŒvŽZ‰º‘‚« |
| 71 | - | 0 | ‚Q@Shinobu-Bashi @Span no. 2 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 72 | - | ‡@ | ‚Q@Span@no 2 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 73 | - | ‡A | 2 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 74 | - | - | ‚Q@no.2 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 75 | - | - | ‚Q@no.2 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 76 | - | - | 2 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 77 | - | - | No.2 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 78 | - | - | No.2 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 79 | - | - | Span@no 2 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 80 | - | - | - | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 81 | - | ‡@ | ‚R@Span@no 3 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 82 | - | ‡A | ‚R@Shinobu-Bashi @Span no. 3 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 83 | - | ‡B | ‚R@Shinobu-Bashi @Span no. 3 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 84 | - | ‡C | ‚R@Shinobu-Bashi @Span no. 3 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 85 | - | ‡D | ‚R@Shinobu-Bashi @Span no. 3 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 86 | - | ‡E | ‚R@Shinobu-Bashi @Span no. 3 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 87 | - | ‡F | ‚R@Shinobu-Bashi @Span no. 3 | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 88 | - | ‡G | ‡B | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 89 | - | ‡H | ‡B | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 90 | - | ‡I | ‡B | ŒvŽZ‰º‘‚« (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 91 | - | - | ‡B | Temperature stress | - | - | - | - | SN | –³’n | •’Ê | ‰”•M | |
| 92 | - | 1 | Shinobu-Bashi | Horizontal thrust | M.Jinda | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | —“ŠO‚ÉuŽQ—^‘—Þv‚Ì‹Lq |
| 93 | - | 2 | Shinobu-Bashi | Deflection of arch ring | M.Jinda | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 94 | - | 3 | - | Deflection of arch ring (‘±) | M.Jinda | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 95 | - | 4 | - | Deflection of arch ring (‘±) | M.Jinda | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 96 | - | 5 | - | Deflection of arch ring (‘±) | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 97 | - | 6 | - | Loading span no. 4 | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | Ô‰”•M‚ÅC³ |
| 98 | - | 7 | - | Loading span no. 3 | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | Ô‰”•M‚ÅC³ |
| 99 | - | 8 | - | Loading span no. 2 | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | Ô‰”•M‚ÅC³ |
| 100 | - | 9 | - | Loading span no. 1 | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | Ô‰”•M‚ÅC³ |
| 101 | - | 1 | Preliminary Design of Shinkawa-Bashi for Fukushima-ken | Fitted spandrel arch | K¥I | 19300308 | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 102 | - | 2 | Preliminary Design of Shinkawa-Bashi for Fukushima-ken | Fitted spandrel arch (‘±) | K¥I | 19300308 | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 103 | - | 3 | Shinkawa-Bashi for Fukushima-ken | Division of arch ring for constant S/I | K¥I | 19300310 | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 104 | - | - | - | }–ʉº‘‚« | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 105 | - | - | - | ‰e‹¿ü}‰º‘‚« | - | - | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 106 | - | ‡@ | Materials of Shinobu-Bashi for Fukushima-ken,@ M•v‹´Þ—¿ŠTŽZ |
Handrails | K.Inaba | 19300110 | - | - | JE | •ûŠá | •’Ê | ‰”•M | uM•v‹´Þ—¿ŠTŽZv‚ÍAÔ‰”•M‘‚«B ˆê•”ƒyƒ“‘‚« |
| 107 | - | ‡A | Materials of Shinobu-Bashi for Fukushima-ken | Cross beams and walls, Arch Ring | K.Inaba | 19300112 | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 108 | - | ‡B | Materials of Shinobu-Bashi for Fukushima-ken | Materials for Pier | K.Inaba | 19300112 | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 109 | - | ‡C | Materials of Shinobu-Bashi for Fukushima-ken | Materials for Abutment •Ÿ“‡Žs‘¤ (¶ŠÝ) | K.Inaba | 19300112 | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 110 | - | ‡D | Materials of Shinobu-Bashi for Fukushima-ken | Materials for Abutment (‰EŠÝ) | K.Inaba | 19300112 | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 111 | - | ‡E | Materials of Shinobu-Bashi for Fukushima-ken | Arch Bridge on the Right approach | K.Inaba | 19300112 | - | - | JE | •ûŠá | •’Ê | ‰”•M | |
| 112 | - | ‡F | Materials of Shinobu-Bashi for Fukushima-ken | ¬‹Ã“yˆê—§•û•đ㉿•\ | K.Inaba | 19300112 | - | - | JE | •ûŠá | •’Ê | ‰”•M | |