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25. ‘ºŽR‹´(2) (PDF/28.5MB)
| ’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 | - | - | DESIGN@OF@MURAYAMA|BASHI HIGHWAY&RAILWAY COMBINED FOR NAGAO-KEN&NAGANO-ELECTRIC RY. CO. |
•\ކ | J. MASUDA | 19240400 | - | - | –³ | - | ÂÄ | - | DESIGNED BY J. MASUDA ASSISTED BY MESSRS T.M. KISHIDA, K. KITAMURA, T. OGAWA AND K. OGUNI APRIL 1924 |
| 2 | - | 1 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | ÝŒvðŒ | - | - | - | - | –³ | - | ÂÄ | - | |
| 3 | - | 2 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | ÝŒvðŒ (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 4 | - | 3 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Design of River span, Highway Floor, Concrete Floor | - | - | - | - | –³ | - | ÂÄ | - | |
| 5 | - | 4 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | STRINGERS | - | - | - | - | –³ | - | ÂÄ | - | |
| 6 | - | 5 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Electric Railway Stringers | - | - | - | - | –³ | - | ÂÄ | - | |
| 7 | - | 6 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Floor Beam | - | - | - | - | –³ | - | ÂÄ | - | |
| 8 | - | 7 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Floor Beam (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 9 | - | 8 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | End Floor Beam | - | - | - | - | –³ | - | ÂÄ | - | |
| 10 | - | 9 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Bottom Laterals, Upper Lateral Bracing | - | - | - | - | –³ | - | ÂÄ | - | |
| 11 | - | 10 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Portal Bracing | - | - | - | - | –³ | - | ÂÄ | - | |
| 12 | - | 11 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Main trusses | - | - | - | - | –³ | - | ÂÄ | - | |
| 13 | - | 12 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Dead Load stresses, Live Load stresses | - | - | - | - | –³ | - | ÂÄ | - | |
| 14 | - | 13 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Live Load stresses (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 15 | - | 14 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Live Load stresses (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 16 | - | 15 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Live Load stresses (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 17 | - | 16 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Live Load stresses (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 18 | - | 17 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Live Load stresses (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 19 | - | 18 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Live Load stresses (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 20 | - | 19 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Stresses and sections of Railway truss | - | - | - | - | –³ | - | ÂÄ | - | |
| 21 | - | 20 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Stresses and sections of Highway Truss | - | - | - | - | –³ | - | ÂÄ | - | |
| 22 | - | 21 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Sections of members | - | - | - | - | –³ | - | ÂÄ | - | |
| 23 | - | 22 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Sections of members (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 24 | - | 23 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Design of plate girder span for west approach | - | - | - | - | –³ | - | ÂÄ | - | |
| 25 | - | 24 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Deck plate Girder span on west approach | - | - | - | - | –³ | - | ÂÄ | - | |
| 26 | - | 25 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Design of highway Approach span | - | - | - | - | –³ | - | ÂÄ | - | |
| 27 | - | - | - | ‰e‹¿ü (ƒ‚[ƒƒ“ƒg) | - | - | - | - | –³ | - | ÂÄ | - | Ü‚èž‚Ý |
| 28 | - | - | - | ‰e‹¿ü (‚¹‚ñ’f—Í) | - | - | - | - | –³ | - | ÂÄ | - | Ü‚èž‚Ý |
| 29 | - | - | - | ‰e‹¿ü (Žx“_”½—Í) | - | - | - | - | –³ | - | ÂÄ | - | Ü‚èž‚Ý |
| 30 | - | 26 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Floor slab, Design of main Beam, Center Beam | - | - | - | - | –³ | - | ÂÄ | - | |
| 31 | - | 27 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Outside Beam | - | - | - | - | –³ | - | ÂÄ | - | |
| 32 | - | 28 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Outside Beam (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 33 | - | 29 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Summary of Dead and Live Load moments | - | - | - | - | –³ | - | ÂÄ | - | |
| 34 | - | 30 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Summary of Dead and Live Load moments (‘±), Summary for shears, Formulae for Reinforced Concrete T Beam |
- | - | - | - | –³ | - | ÂÄ | - | |
| 35 | - | 31 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Formulae for Rectangular section | - | - | - | - | –³ | - | ÂÄ | - | |
| 36 | - | 32 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Summary for stresses in Beams, Seismic stability of Column at bottom for sliding support, Seismic stability of column for fixed support |
- | - | - | - | –³ | - | ÂÄ | - | |
| 37 | - | 33 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Bearing on soil | - | - | - | - | –³ | - | ÂÄ | - | |
| 38 | - | 34 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Reinforced Concrete span for west approach, Design of Outside beam |
- | - | - | - | –³ | - | ÂÄ | - | |
| 39 | - | 35 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Design of substructure, River Piers 2-3-4-5-6 and 7 | - | - | - | - | –³ | - | ÂÄ | - | |
| 40 | - | 36 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Design of substructure, River Piers 2-3-4-5-6 and 7 (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 41 | - | 37 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Design of substructure, River Piers 2-3-4-5-6 and 7 (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 42 | - | 38 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | River Piers No.1 & No.8 | - | - | - | - | –³ | - | ÂÄ | - | |
| 43 | - | 39 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | River Piers No.1 & No.8 (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 44 | - | 40 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | River Piers No.1 & No.8 (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 45 | - | 41 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | River Piers No.1 & No.8 (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 46 | - | 42 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Abutment of Suzaka Side | - | - | - | - | –³ | - | ÂÄ | - | |
| 47 | - | 43 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Abutment of Suzaka Side (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 48 | - | 44 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Abutment of Nagano Side | - | - | - | - | –³ | - | ÂÄ | - | |
| 49 | - | 45 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Abutment of Nagano Side (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 50 | - | 46 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Railway Pier | - | - | - | - | –³ | - | ÂÄ | - | |
| 51 | - | 47 | Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. | Railway Pier (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 52 | - | - | LIST OF DRAWINGS FOR MURAYAMA-BASHI | List of Drawing for MURAYAMA-BASHI | - | - | - | - | –³ | - | ÂÄ | - | |
| 53 | - | - | ‘ºŽR‹´Þ—¿’²‘@’·–쌧@’·–ì“d‹Cèd“¹Š”Ž®‰ïŽÐ | •\ކ | - | - | - | - | –³ | - | ÂÄ | - | |
| 54 | - | 1 | - | Railway Truss | - | - | - | - | –³ | - | ÂÄ | - | |
| 55 | - | 2 | - | Railway Truss (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 56 | - | 3 | - | Railway Truss (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 57 | - | 4 | - | Railway Truss (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 58 | - | 5 | - | Railway Truss (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 59 | - | 6 | - | Highway Truss | - | - | - | - | –³ | - | ÂÄ | - | |
| 60 | - | 7 | - | Highway Truss (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 61 | - | 8 | - | Highway Truss (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 62 | - | 9 | - | Highway Truss (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 63 | - | 10 | - | Top Lateral, Portal Bracing, Sway Bracing | - | - | - | - | –³ | - | ÂÄ | - | |
| 64 | - | 11 | - | Floor Beam, End Floor Beam | - | - | - | - | –³ | - | ÂÄ | - | |
| 65 | - | 12 | - | Stringer, Railway Stringer, Bottom Lateral Bracing | - | - | - | - | –³ | - | ÂÄ | - | |
| 66 | - | 13 | - | Shoes | - | - | - | - | –³ | - | ÂÄ | - | |
| 67 | - | 14 | - | Thrust Frame | - | - | - | - | –³ | - | ÂÄ | - | |
| 68 | - | 15 | - | Curb shoes, Piers Nos. 2-3-4-5-6-7, Exp. Shoes of Concrete Girder |
- | - | - | - | –³ | - | ÂÄ | - | |
| 69 | - | 16 | - | Bottom shoes, Expansion Joints | - | - | - | - | –³ | - | ÂÄ | - | |
| 70 | - | 17 | - | Summary of Reinforcements | - | - | - | - | –³ | - | ÂÄ | - | |
| 71 | - | 18 | - | Piers Nos. 1.8 | - | - | - | - | –³ | - | ÂÄ | - | |
| 72 | - | 19 | - | Piers Nos. 2.3.4, Piers Nos. 5.6.7 | - | - | - | - | –³ | - | ÂÄ | - | |
| 73 | - | 20 | - | Piers Nos. 5.6.7 (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 74 | - | 21 | - | Inside Girder, Outside Girder | - | - | - | - | –³ | - | ÂÄ | - | |
| 75 | - | 22 | - | West Approach Concrete Girder | - | - | - | - | –³ | - | ÂÄ | - | |
| 76 | - | 23 | - | Handrail on Concrete span, Handrail on West Approach span, Handrail on Truss span | - | - | - | - | –³ | - | ÂÄ | - | |
| 77 | - | 24 | - | Bents, East Approach for Highway | - | - | - | - | –³ | - | ÂÄ | - | |
| 78 | - | 25 | - | West Abutment for Highway, East Abutment for Railway, West Abutment for Railway |
- | - | - | - | –³ | - | ÂÄ | - | |
| 79 | - | 26 | - | Summary of Concrete Volume | - | - | - | - | –³ | - | ÂÄ | - | |
| 80 | - | 27 | - | Summary of Concrete Volume (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 81 | - | 28 | - | End Pier | - | - | - | - | –³ | - | ÂÄ | - | |
| 82 | - | 29 | - | Intermediate Pier | - | - | - | - | –³ | - | ÂÄ | - | |
| 83 | - | 30 | - | Slab at River Spans | - | - | - | - | –³ | - | ÂÄ | - | |
| 84 | - | 31 | - | Center Girder (West Approach Span) No.1 | - | - | - | - | –³ | - | ÂÄ | - | |
| 85 | - | 32 | - | West Approach Span No.2 | - | - | - | - | –³ | - | ÂÄ | - | |
| 86 | - | 33 | - | Handrail on Truss span, Handrail on East Approach Concrete span |
- | - | - | - | –³ | - | ÂÄ | - | |
| 87 | - | 34 | - | Handrail on West Approach concrete Span | - | - | - | - | –³ | - | ÂÄ | - | |
| 88 | - | 35 | - | Pedestal, Pedestal Support for East Abutment | - | - | - | - | –³ | - | ÂÄ | - | |
| 89 | - | 36 | - | Bents | - | - | - | - | –³ | - | ÂÄ | - | |
| 90 | - | 37 | - | Bents (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 91 | - | 38 | - | West Abutment for Highway | - | - | - | - | –³ | - | ÂÄ | - | |
| 92 | - | 39 | - | East Abutment for Railway | - | - | - | - | –³ | - | ÂÄ | - | |
| 93 | - | 40 | - | Approach Pier for Railway | - | - | - | - | –³ | - | ÂÄ | - | |
| 94 | - | 41 | - | West Abutment for Railway, East Abutment for Railway | - | - | - | - | –³ | - | ÂÄ | - | |
| 95 | - | 42 | - | Summary | - | - | - | - | –³ | - | ÂÄ | - | |
| 96 | - | 43 | - | “à–ó | - | - | - | - | –³ | - | ÂÄ | - | |
| 97 | - | 44 | - | “à–ó (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 98 | - | 45 | - | “à–ó (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 99 | - | 46 | - | “à–ó (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 100 | - | 47 | - | “à–ó (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 101 | - | 48 | - | “à–ó (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 102 | - | 49 | - | l‘¢Žd㇌v | - | - | - | - | –³ | - | ÂÄ | - | |
| 103 | - | 50 | - | “à–ó | - | - | - | - | –³ | - | ÂÄ | - | |
| 104 | - | 51 | - | “à–ó (‘±) | - | - | - | - | –³ | - | ÂÄ | - | |
| 105 | - | 52 | - | “à–ó (‘±), Mortar finish | - | - | - | - | –³ | - | ÂÄ | - | |
| 106 | - | 53 | - | Excavation | - | - | - | - | –³ | - | ÂÄ | - | |