‘“c~ŽŠÖŒWŽ‘—¿@ÝŒvŒvŽZ‘
14. ”’•E‹´ (PDF/60.9MB)
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| 1 | - | - | ”’颋´˜¬ŽZÝŒv‘@‘å³\ŒÜ”N˜ZŒŽ | •\ކ | - | - | - | - | JN | •ûŠá | •’Ê | ‰”•M | |
| 2 | - | 1 | Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture | ÝŒvðŒ | J¥M | - | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 3 | - | 2 | Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture | Design of Floor slabs | J¥M | 19260607 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 4 | - | 3 | Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture | Assumed Cross Section of bridge | J.masuda | - | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 5 | - | 4 | Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture | Longitudinal stringer | J.masuda | 19260607 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 6 | - | 5 | Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture | Sidewalk slab, Floor Beam | J.masuda | 19260607 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 7 | - | 6 | Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture | Floor Beam (‘±) | J¥M | 19260607 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 8 | - | 7 | Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture | Lateral Bracings | J¥M | 19260607 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 9 | - | 8 | Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture | Top lateral Bracings, Approximate of tied arch, Side spans | J¥M | 19260607 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 10 | - | 9 | Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture | ƒ‚[ƒƒ“ƒgŒvŽZ | J.masuda | 19260607 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 11 | - | 10 | Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture | Design of piers | J¥M | 19260608 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 12 | - | 11 | Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture | Concrete in pier | J.masuda | 19260614 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 13 | - | 12 | Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture | excavation, Estimate of Deck, Summary of cost | J.masuda | 19260615 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 14 | - | 13 | Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture | Approximate weights of stringers and Joints | J.masuda | 19260616 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 15 | - | 14 | Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture | Approximate weights of tied arch | J¥M | 19260617 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 16 | - | 15 | Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture | Substructure :Approximate vol of concrete | J¥M | 19260617 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 17 | - | 16 | Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture | Estimate of Deck, Summary of Cost | J¥M | 19260617 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 18 | - | 17 | Revised Preliminary Design of Shirahige- Bashi for Tokyo Prefecture | Œ…’f–Ê} | J¥M | 19260712 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 19 | - | 18 | Revised Preliminary Design of Shirahige- Bashi for Tokyo Prefecture | slab under tracks, motor truck loadings, 30ton Electric Ry car | J.masuda | 19260712 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 20 | - | 19 | Revised Preliminary Design of Shirahige- Bashi for Tokyo Prefecture | ‰×dAƒ‚[ƒƒ“ƒgŒvŽZ | J.masuda | 19260712 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 21 | - | 20 | Revised Estimate of Shirahige- Bashi for Tokyo Prefecture | ‰×dAƒ‚[ƒƒ“ƒgŒvŽZ (‘±) | J¥M | 19260712 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 22 | - | 21 | Revised Estimate of Shirahige- Bashi for Tokyo Prefecture | ‰×dAƒ‚[ƒƒ“ƒgŒvŽZ (‘±), Highway flooring | J¥M | 19260713 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 23 | - | 22 | Revised Estimate of Shirahige- Bashi for Tokyo Prefecture | Highway stringer | J.masuda | 19260713 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 24 | - | 23 | Revised Estimate of Shirahige- Bashi for Tokyo Prefecture | Design of floor beam | J.masuda | 19260713 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 25 | - | 24 | Revised Estimate of Shirahige- Bashi for Tokyo Prefecture | Approximate weight of one intermediate floor beam complete | J¥M | 19260714 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 26 | - | 25 | Revised Estimate of Shirahige- Bashi for Tokyo Prefecture | °‘g‚̉×dŒvŽZ | J¥M | 19260714 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 27 | - | 26 | Revised Estimate of Shirahige- Bashi for Tokyo Prefecture | Approximate weight of lateral bracing | J¥M | 19260714 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 28 | - | 27 | Revised Estimate of Shirahige- Bashi for Tokyo Prefecture | Cantilever Tied arch | J.masuda | 19260714 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 29 | - | 28 | Revised Estimate of Shirahige- Bashi for Tokyo Prefecture | Summary for trusses | J.masuda | 19260714 | - | - | ‚r‚m | •ûŠá | •’Ê | ‰”•M | |
| 30 | - | - | º˜a“ñ”N‹ãŒŽ¬@“Œ‹ž•{@”’颋´ÝŒvXŽZ‘@‹yÞ—¿’²‘ | •\ކ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 31 | - | 1 | Design of Shirahige- Bashi for Tokyo Prefecture | ÝŒvðŒ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 32 | - | 2 | Design of Shirahige- Bashi for Tokyo Prefecture | ÝŒvðŒ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 33 | - | 3 | Design of Shirahige- Bashi for Tokyo Prefecture | Assumed Cross Section of bridge | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 34 | - | 4 | Design of Shirahige- Bashi | Slab under carriage way, Slab under electric Railway Tracks | J¥M, Y¥O | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 35 | - | 5 | Design of Shirahige- Bashi | ‰×dAƒ‚[ƒƒ“ƒgŒvŽZ, Sidewalk slab | M, O | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 36 | - | 6 | Design of Shirahige- Bashi | Transverse Joint under Electric Ry Track, Stringer S1 under Electric Railway Tracks |
J¥M, Y¥O | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 37 | - | 7 | Design of Shirahige- Bashi | Stringer S2 at Edge of Electric Railway Tracks | J¥M, Y¥O | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 38 | - | 8 | Design of Shirahige- Bashi | Highway stringers S3-S4-S5, Stringer S6 at curb line | J¥M, Y¥O | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 39 | - | 9 | Design of Shirahige- Bashi | Sidewalk stringer S7 and S8, Fascia stringer S9 | M, O | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 40 | - | 10 | Design of Shirahige- Bashi | Estimate Floor Beams and Cantilever Bracket, Floor Beam between trusses, Dead Load |
M, O | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 41 | - | 11 | Design of Shirahige- Bashi | Summary for Dead Load moments and shear, Live Load, Reaction on stringer |
M, O | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 42 | - | 12 | Design of Shirahige- Bashi | Max Live Load Shear, Summary for moment | M, O | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 43 | - | 13 | Design of Shirahige- Bashi | Section of Floor Beam, Revised moment at center, Moment diagram and Section of floor beam |
M, O | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 44 | - | 14 | Design of Shirahige- Bashi | ‘¤–Ê}A’f–Ê} | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 45 | - | 15 | Design of Shirahige- Bashi | ƒA[ƒ`•”‘¤–Ê} | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 46 | - | 16 | Design of Shirahige- Bashi | ƒA[ƒ`•”‘¤–Ê} | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 47 | - | 17 | Design of Shirahige- Bashi | ƒA[ƒ`ƒŠƒuÀ•WE¡–@ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 48 | - | 18 | Design of Shirahige- Bashi | ƒA[ƒ`ƒŠƒuŒvŽZ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 49 | - | 19 | Design of Shirahige- Bashi | ƒA[ƒ`ƒŠƒuŒvŽZ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 50 | - | 20 | Design of Shirahige- Bashi | ƒA[ƒ`ƒŠƒuŒvŽZ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 51 | - | 21 | Design of Shirahige- Bashi | ƒA[ƒ`ƒŠƒuŒvŽZ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 52 | - | 22 | Design of Shirahige- Bashi | ƒA[ƒ`ƒŠƒuŒvŽZ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 53 | - | 23 | Design of Shirahige- Bashi | ƒA[ƒ`ƒŠƒuŒvŽZ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 54 | - | 24 | Design of Shirahige- Bashi | ƒA[ƒ`ƒŠƒuŒvŽZ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 55 | - | 25 | Design of Shirahige- Bashi | ƒA[ƒ`ƒŠƒuŒvŽZ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 56 | - | 26 | Design of Shirahige- Bashi | ƒA[ƒ`ƒŠƒuŒvŽZ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 57 | - | 27 | Design of Shirahige- Bashi | ƒA[ƒ`ƒŠƒuŒvŽZ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 58 | - | 28 | Design of Shirahige- Bashi | ƒA[ƒ`ƒŠƒuŒvŽZ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 59 | - | 29 | Design of Shirahige- Bashi | ƒA[ƒ`ƒŠƒuŒvŽZ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 60 | - | 30 | Design of Shirahige- Bashi | ƒA[ƒ`ƒŠƒuŒvŽZ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 61 | - | 31 | Design of Shirahige- Bashi | ƒA[ƒ`ƒŠƒuŒvŽZ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 62 | - | 32 | Design of Shirahige- Bashi | ƒA[ƒ`ƒŠƒuŒvŽZ | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 63 | - | 33 | Design of Shirahige- Bashi | Influence Surface for upper chords | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 64 | - | 34 | Design of Shirahige- Bashi | Influence Surface for Lower chords | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 65 | - | 35 | Design of Shirahige- Bashi | Influence Surface for Diagonals | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 66 | - | 36 | Design of Shirahige- Bashi | Influence Surface for Verticals | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 67 | - | 37 | Design of Shirahige- Bashi | Panel Dead Load on truss, Live Load | J¥M | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 68 | - | 38 | Design of Shirahige- Bashi | Design of Side span | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 69 | - | 39 | Design of Shirahige- Bashi | Stress and section of Center span with cantilever arms | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 70 | - | 40 | Design of Shirahige- Bashi | Upper chord stresses and sections, Lower chord & Middle chord stress and sections |
- | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 71 | - | 41 | Design of Shirahige- Bashi | Diagonal stresses and sections, stress and Required Sections of Verticals |
- | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 72 | - | 42 | Design of Shirahige- Bashi | Ties, Stress of Hanger and Required Section, Load on Pin, Load on shoe, Bottom Lateral Bracings for side span |
- | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 73 | - | 43 | Design of Shirahige- Bashi | Bottom Lateral Bracings for Center span including cantilever arms | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 74 | - | 44 | Design of Shirahige- Bashi | Section of truss | J¥M | 19270919 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 75 | - | 45 | Design of Shirahige- Bashi | Section of truss | J¥M | 19270919 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 76 | - | 46 | Design of Shirahige- Bashi | Section of truss | - | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 77 | - | 47 | Design of Shirahige- Bashi | Section of truss | J¥M | 19270919 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 78 | - | 48 | Design of Shirahige- Bashi | Section of truss | J¥M | 19270919 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 79 | - | 49 | Shirahige- Bashi for Tokyofu | Design of well for Pier, Seismic stability of Pier | K.Inaba | 19270527 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 80 | - | 50 | Shirahige- Bashi for Tokyofu | Stability of Pier at normal state for full load | K.Inaba | 19270527 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 81 | - | 51 | Shirahige- Bashi for Tokyofu | Pressure on well | K.Inaba | 19270528 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 82 | - | 52 | Shirahige- Bashi for Tokyofu | Pressure on well (‘±), Vertical Reinforcements in the shaft | K.Inaba | 19270530 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 83 | - | 53 | Shirahige- Bashi for Tokyofu | Vertical Reinforcements | K.Inaba | 19270601 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 84 | - | 54 | Shirahige- Bashi for Tokyofu | Vertical Reinforcements (‘±) | K.Inaba | 19270601 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 85 | - | 55 | Shirahige- Bashi for Tokyofu | Vertical Reinforcements (‘±) | K.Inaba | 19270601 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 86 | - | 56 | Shirahige- Bashi for Tokyofu | Outer shell, Inner shell, Diaphragm | K.Inaba | 19270602 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 87 | - | 57 | Shirahige- Bashi for Tokyofu | Buoyancy of water on well during excavation | K.Inaba | 19270602 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 88 | - | 58 | Shirahige- Bashi for Tokyofu | ‹´‘ä¡–@} | K.Inaba | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 89 | - | 59 | Shirahige- Bashi for Tokyofu | Design of abutment, Parapet wall | K.Inaba | 19270613 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 90 | - | 60 | Shirahige- Bashi for Tokyofu | Parapet wall (‘±), Hor. Strut ( Curtain wall ) | K.Inaba | 19270613 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 91 | - | 61 | Shirahige- Bashi for Tokyofu | Hor. Strut ( Curtain wall ) (‘±) | K.Inaba | 19270614 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 92 | - | 62 | Shirahige- Bashi for Tokyofu | Shaft | K.Inaba | 19270614 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 93 | - | 63 | Shirahige- Bashi for Tokyofu | Shaft (‘±) | K.Inaba | 19270615 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 94 | - | 64 | Shirahige- Bashi for Tokyofu | Shaft (‘±) | K.Inaba | 19270615 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 95 | - | 65 | Shirahige- Bashi for Tokyofu | Foundation | K.Inaba | 19270615 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 96 | - | 66 | Shirahige- Bashi for Tokyofu | Foundation (‘±) | K.Inaba | 19270616 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 97 | - | 67 | Shirahige- Bashi for Tokyofu | Foundation (‘±) | K.Inaba | 19270617 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 98 | - | 68 | Shirahige- Bashi for Tokyofu | Foundation (‘±) | K.Inaba | 19270617 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 99 | - | 69 | Shirahige- Bashi for Tokyofu | Cantilever footing at toe | K.Inaba | 19270617 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 100 | - | 70 | Shirahige- Bashi for Tokyofu | Cantilever footing at heel, Wing wall | K.Inaba | 19270617 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 101 | - | 71 | Shirahige- Bashi for Tokyofu | Wing wall (‘±) | K.Inaba | 19270617 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 102 | - | 72 | Shirahige- Bashi for Tokyofu | ‹´‘ä‚ÌŠî‘b‰¼’÷Ø (open caisson) | K.Inaba | - | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 103 | - | 73 | Shirahige- Bashi for Tokyofu | Design of Open Caisson for foundation of abutment | K.Inaba | 19270620 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |
| 104 | - | 74 | Shirahige- Bashi for Tokyofu | Design of Open Caisson for foundation of abutment (‘±) | K.Inaba | 19270620 | - | - | ‚r‚m | •ûŠá | •’Ê | ƒyƒ“ | |