増田淳氏関係資料 設計計算書
22. 神通川橋 (PDF/14.9MB)
| 通番 | File | page | 標題 | 内容 | 設計 | 照査 | 用紙 | 備考 | |||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 名前 | 日付 | 名前 | 日付 | 社印 | 罫線 | 紙質 | ペン | ||||||
| 1 | - | - | 三井鉱山会社 神通川橋梁設計々算書 及材料表 増田橋梁事務所 |
表紙 | - | - | - | - | JE | 方眼 | 普通 | ペン | |
| 2 | - | 1 | Design of Jinzu-Bashi | 設計条件 | J.masuda | 19301116 | - | - | JE | 方眼 | 普通 | ペン | |
| 3 | - | 2 | Design of Jinzu-Bashi | Design of Railway Track | J.masuda | 19301116 | - | - | JE | 方眼 | 普通 | ペン | |
| 4 | - | 3 | Design of Jinzu-Bashi | Design of stringer | J.masuda | 19301117 | - | - | JE | 方眼 | 普通 | ペン | |
| 5 | - | 4 | Design of Jinzu-Bashi | Design of Cross Beam | J.masuda | 19301117 | - | - | JE | 方眼 | 普通 | ペン | |
| 6 | - | 5 | Design of Jinzu-Bashi | Design of Top Lateral Bracings | K.Inaba | 19301117 | - | - | JN | 方眼 | 普通 | ペン | |
| 7 | - | 6 | Design of Jinzu-Bashi | Design of truss | J.masuda | 19301117 | - | - | JE | 方眼 | 普通 | ペン | |
| 8 | - | 7 | Design of Jinzu-Bashi | Design of truss (続) | J.masuda | 19301117 | - | - | JE | 方眼 | 普通 | ペン | |
| 9 | - | 8 | Design of Jinzu-Bashi | Design of truss (続) | J.masuda | 19301117 | - | - | JE | 方眼 | 普通 | ペン | |
| 10 | - | 9 | Design of Jinzu-Bashi | stress and section of truss | J.masuda | 19301118 | - | - | JE | 方眼 | 普通 | ペン | |
| 11 | - | 10 | Design of Jinzu-Bashi | Design of truss (続) | J.masuda | 19301118 | - | - | JE | 方眼 | 普通 | ペン | |
| 12 | - | 11 | Design of Jinzu-Bashi | Design of Lower Lateral Bracings for Anchor span with a cantilever arm | K.Inaba | 19301121 | - | - | JN | 方眼 | 普通 | ペン | |
| 13 | - | 12 | Design of Jinzu-Bashi | Design of Top Lateral Bracings for Anchor span with a cantilever arm | K.Inaba | 19301121 | - | - | JN | 方眼 | 普通 | ペン | |
| 14 | - | 13 | Design of Jinzu-Bashi | Stress of main truss for Anchor span with a cantilever arm | K.Inaba | - | - | - | JN | 方眼 | 普通 | ペン | |
| 15 | - | 14 | Design of Jinzu-Bashi | Length of members and lever arms, Stress of each members due to full unit loads |
K.Inaba | - | - | - | JN | 方眼 | 普通 | ペン | |
| 16 | - | 15 | Design of Jinzu-Bashi | Stress of each members due to full unit loads (続) | K.Inaba | - | - | - | JN | 方眼 | 普通 | ペン | |
| 17 | - | 16 | Design of Jinzu-Bashi | Stress of each members due to full unit loads (続) | K.Inaba | - | - | - | JN | 方眼 | 普通 | ペン | |
| 18 | - | 17 | Design of Jinzu-Bashi | Stress of each members due to full unit loads (続) | K.Inaba | 19301118 | - | - | JN | 方眼 | 普通 | ペン | |
| 19 | - | 18 | Design of Jinzu-Bashi | Stress of each members due to full unit loads (続) | K.Inaba | - | - | - | JN | 方眼 | 普通 | ペン | |
| 20 | - | 19 | Design of Jinzu-Bashi | Stress of each members due to full unit loads (続) | K.Inaba | 19301120 | - | - | JN | 方眼 | 普通 | ペン | |
| 21 | - | 20 | Design of Jinzu-Bashi | Stress and section of truss membｅｒｓ | K.Inaba | 19301120 | - | - | JN | 方眼 | 普通 | ペン | |
| 22 | - | 21 | Design of Jinzu-Bashi | Stress of each members due to full unit loads (続) | J.masuda | 19301120 | - | - | JN | 方眼 | 普通 | ペン | |
| 23 | - | 22 | Design of Jinzu-Bashi | Stress of each members due to full unit loads (続) | J.masuda | 19301120 | - | - | JN | 方眼 | 普通 | ペン | |
| 24 | - | 23 | Design of Jinzu-Bashi | Stress of each members due to full unit loads (続) | J.masuda | 19301120 | - | - | JN | 方眼 | 普通 | ペン | |
| 25 | - | 24 | Design of Jinzu-Bashi | Design of Tower Bent | K.Inaba | 19301120 | - | - | JN | 方眼 | 普通 | ペン | |
| 26 | - | 25 | Design of Jinzu-Bashi | Design of Tower Bent (続) | K.Inaba | 19301121 | - | - | JN | 方眼 | 普通 | ペン | |
| 27 | - | 26 | Design of Jinzu-Bashi | Design of Tower Bent (続) | K.Inaba | 19301122 | - | - | JN | 方眼 | 普通 | ペン | |
| 28 | - | 27 | Design of Jinzu-Bashi | Design of Tower Bent (続) | K.Inaba | 19301122 | - | - | JN | 方眼 | 普通 | ペン | |
| 29 | - | 28 | Design of Jinzu-Bashi | Design of Approach Girder spans, Design of Fascia girder | K.Inaba | 19301123 | - | - | JN | 方眼 | 普通 | ペン | |
| 30 | - | 29 | Design of Jinzu-Bashi | Design of Cantilever bracket to support G2, Design of Main Girder G1 |
K.Inaba | 19301123 | - | - | JN | 方眼 | 普通 | ペン | |
| 31 | - | 30 | Design of Jinzu-Bashi | Design of Lateral bracings | K.Inaba | 19301123 | - | - | JN | 方眼 | 普通 | ペン | |
| 32 | - | 31 | Design of Jinzu-Bashi | Design of Lateral bracings (続) | K.Inaba | 19301123 | - | - | JN | 方眼 | 普通 | ペン | |
| 33 | - | - | 昭和六年二月 三井鉱山会社 神岡軌道橋梁設計々算書 及材料調書 深谷橋梁。舩渡谷橋梁及七百米突府近陸橋 |
表紙 | - | - | - | - | JE | 方眼 | 普通 | ペン | |
| 34 | - | 1 | Electric Rwy Bridges for Kamioka-Electric Ry Co. | 設計条件 | J.masuda | 19310131 | - | - | JE | 方眼 | 普通 | ペン | |
| 35 | - | 2 | Bridges for Kamioka-Electric Ry Co | 荷重計算 | J.masuda | 19310131 | - | - | JE | 方眼 | 普通 | ペン | |
| 36 | - | 3 | Bridges for Kamioka-Electric Ry Co | 荷重計算 (続) | J.masuda | 19310131 | - | - | JE | 方眼 | 普通 | ペン | |
| 37 | - | 4 | Bridges for Kamioka-Electric Ry Co | 荷重計算 (続) | J.masuda | 19310201 | - | - | JE | 方眼 | 普通 | ペン | |
| 38 | - | 5 | Bridges for Kamioka-Electric Ry Co | Design of truss | J.masuda | 19310201 | - | - | JE | 方眼 | 普通 | ペン | |
| 39 | - | 6 | Bridges for Kamioka-Electric Ry Co | Design of truss (続) | J.masuda | 19310201 | - | - | JE | 方眼 | 普通 | ペン | |
| 40 | - | 7 | Bridges for Kamioka-Electric Ry Co | Design of truss (続) | J.masuda | 19310201 | - | - | JE | 方眼 | 普通 | ペン | |
| 41 | - | 8 | Bridges for Kamioka-Electric Ry Co | Design of truss (続) | J.masuda | 19310201 | - | - | JE | 方眼 | 普通 | ペン | |
| 42 | - | 9 | Bridges for Kamioka-Electric Ry Co | Design of truss (続) | J.masuda | 19310201 | - | - | JE | 方眼 | 普通 | ペン | |
| 43 | - | 10 | Bridges for Kamioka-Electric Ry Co | Design of truss (続) | J.masuda | 19310201 | - | - | JE | 方眼 | 普通 | ペン | |
| 44 | - | 11 | Bridges for Kamioka-Electric Ry Co | Design of truss (続) | J.masuda | 19310201 | - | - | JE | 方眼 | 普通 | ペン | |
| 45 | - | 12 | Bridges for Kamioka-Electric Ry Co | Design of truss (続) | J.masuda | 19310201 | - | - | JE | 方眼 | 普通 | ペン | |
| 46 | - | 13 | Bridges for Kamioka-Electric Ry Co | Design of truss (続) | J.masuda | - | - | - | JE | 方眼 | 普通 | ペン | |
| 47 | - | M1 | Bridges for Kamioka-Electric Ry Co | トラス部材重量計算 | J･M：K･I | 19310203 | - | - | JE | 方眼 | 普通 | ペン | |
| 48 | - | M2 | Bridges for Kamioka-Electric Ry Co | トラス部材重量計算 (続) | K･I | 19310203 | - | - | JE | 方眼 | 普通 | ペン | |
| 49 | - | M3 | Bridges for Kamioka-Electric Ry Co | トラス部材重量計算 (続) | K･I | 19310203 | - | - | JE | 方眼 | 普通 | ペン | |
| 50 | - | M4 | Bridges for Kamioka-Electric Ry Co | トラス部材重量計算 (続) | K･I | 19310203 | - | - | JE | 方眼 | 普通 | ペン | |
| 51 | - | M5 | Bridges for Kamioka-Electric Ry Co | トラス部材重量計算 (続) | K･I | 19310203 | - | - | JN | 方眼 | 普通 | ペン | |
| 52 | - | M6 | Bridges for Kamioka-Electric Ry Co | トラス部材重量計算 (続) | K･I | 19310203 | - | - | JE | 方眼 | 普通 | ペン | |
| 53 | - | 24 | Design of Jinzu-Bashi | Design of Tower Bent | K.Inaba | 19301213 | - | - | JN | 方眼 | 普通 | ペン | |
| 54 | - | 25 | Design of Jinzu-Bashi | Design of Tower Bent (続) | K.Inaba | 19301213 | - | - | JN | 方眼 | 普通 | ペン | |
| 55 | - | 25A | Design of Jinzu-Bashi | Design of Tower Bent (続) | K.Inaba | 19301213 | - | - | JN | 方眼 | 普通 | ペン | |
| 56 | - | 26 | Design of Jinzu-Bashi | Design of Tower Bent (続) | K.Inaba | 19301218 | - | - | JN | 方眼 | 普通 | ペン | |
| 57 | - | 27 | Design of Jinzu-Bashi | Design of Tower Bent (続) | K.Inaba | 19301218 | - | - | JN | 方眼 | 普通 | ペン | |
| 58 | - | - | Jinzu-Bashi 神通橋予算設計 | トラス部材計算 | K･I | 19301123 | - | - | JN | 方眼 | 普通 | 鉛筆 | 「神通橋予算設計」は赤鉛筆書き |
| 59 | - | - | - | Approximate weight of tower bents | - | - | - | - | JN | 方眼 | 普通 | 鉛筆 | |
| 60 | - | - | Design of Jinzu-Bashi | Design of Approach Girder spans, Design of main girder G1 | K.Inaba | 19301122 | - | - | JN | 方眼 | 普通 | ペン | ×印 |
| 61 | - | - | - | トラス断面図 | - | - | - | - | JN | 方眼 | 普通 | 鉛筆 | 裏面に一部下書き |
| 62 | - | - | - | 計算下書き | - | - | - | - | JE | 方眼 | 普通 | 鉛筆 | 裏面に下書き |
| 63 | - | - | - | 計算下書き | - | - | - | - | - | - | - | 鉛筆 | 63の裏面 |
| 64 | - | - | - | 計算下書き | - | - | - | - | JN | 方眼 | 普通 | 鉛筆 | |
| 65 | - | - | - | タワーベント図下書き | - | - | - | - | JE | 方眼 | 普通 | 鉛筆 | |
| 66 | - | - | Stressｅｓ of each member due to full unit load | トラス図 | - | - | - | - | JN | 方眼 | 普通 | 鉛筆 | 標題はペン書き。図のみ。未完成 |
| 67 | - | - | - | 計算下書き | - | - | - | - | JN | 方眼 | 普通 | 鉛筆 | |
| 68 | - | - | - | 計算下書き | - | - | - | - | JN | 方眼 | 普通 | 鉛筆 | 一部ペン書き |
| 69 | - | - | Jinzu Bashi | 計算下書き | I･M | 19301125 | - | - | JE | 方眼 | 普通 | 鉛筆 | 一部、赤鉛筆、青鉛筆書き |
| 70 | - | 1 | - | 材料計算 | - | - | - | - | JE | 方眼 | 普通 | 鉛筆 | |
| 71 | - | 2 | - | 材料計算 | - | - | - | - | JE | 方眼 | 普通 | 鉛筆 | |
| 72 | - | 3 | - | 材料計算 | - | - | - | - | JE | 方眼 | 普通 | 鉛筆 | |
| 73 | - | 4 | Jinzu Bashi | 材料計算 | - | - | - | - | JE | 方眼 | 普通 | 鉛筆 | |
| 74 | - | 5 | - | 材料計算 | - | - | - | - | JE | 方眼 | 普通 | 鉛筆 | |
| 75 | - | 6 | - | 材料計算 | - | - | - | - | JE | 方眼 | 普通 | 鉛筆 | |
| 76 | - | 7 | - | 材料計算 | - | - | - | - | JE | 方眼 | 普通 | 鉛筆 | 一部、赤鉛筆、青鉛筆書き |
| 77 | - | 1 | Material list for Jinzu Bashi | 材料計算 | I･M | 19301216 | - | - | JE | 方眼 | 普通 | 鉛筆 | |
| 78 | - | 2 | Jinzu Bashi | 材料計算 | I･M | 19301216 | - | - | JE | 方眼 | 普通 | 鉛筆 | |
| 79 | - | 3 | Jinzu Bashi | 材料計算 | I･M | 19301216 | - | - | JE | 方眼 | 普通 | 鉛筆 | |
| 80 | - | 4 | Jinzu Bashi | 材料計算 | T.Itagaki | 19301220 | - | - | JE | 方眼 | 普通 | 鉛筆 | ×印 |
| 81 | - | - | - | タワーベント図下書き | - | - | - | - | SN | 無地 | 普通 | 鉛筆 | 用紙の裏面に書かれている。 |
| 82 | - | M1 | Bridges for Kamioka-Electric Ry Co | 材料計算 | K･I | 19310203 | - | - | JN | 方眼 | 普通 | 鉛筆 | |
| 83 | - | M2 | Bridges for Kamioka-Electric Ry Co | 材料計算 | K･I | 19310203 | - | - | JN | 方眼 | 普通 | 鉛筆 | |
| 84 | - | M3 | Bridges for Kamioka-Electric Ry Co | 材料計算 | K･I | 19310203 | - | - | JN | 方眼 | 普通 | 鉛筆 | |
| 85 | - | M4 | Bridges for Kamioka-Electric Ry Co | 材料計算 | K･I | 19310203 | - | - | JN | 方眼 | 普通 | 鉛筆 | |
| 86 | - | M5 | Bridges for Kamioka-Electric Ry Co | 材料計算 | K･I | 19310203 | - | - | JN | 方眼 | 普通 | 鉛筆 | |
| 87 | - | M6 | Bridges for Kamioka-Electric Ry Co | 材料計算 | K･I | 19310203 | - | - | JN | 方眼 | 普通 | 鉛筆 | |
| 88 | - | 1 | Jinzu Bashi | Tower Bent | K.Inaba | 19301212 | - | - | JN | 方眼 | 普通 | 鉛筆 | |
| 89 | - | 2 | Jinzu Bashi | Section for Tower Columns | K.Inaba | 19301212 | - | - | JN | 方眼 | 普通 | 鉛筆 | 不用 |
| 90 | - | 3 | Jinzu Bashi | Section for Tower Columns (続) | K.Inaba | 19301212 | - | - | JN | 方眼 | 普通 | 鉛筆 | 不用 |
| 91 | - | 15 | 60 meter Tied arch | Sway Bracings | K.Inaba | 19301212 | - | - | JN | 方眼 | 普通 | 鉛筆 | 標題は鉛筆書き。内容とあっていない。 「不用」の記述 |
| 92 | - | 24 | Design of Jinzu-Bashi | Design of Tower Bent | K.Inaba | 19301213 | - | - | JN | 方眼 | 普通 | ペン | 「不用」の記述。×印 |
| 93 | - | 28 | Design of Jinzu-Bashi | Approximate weight of High Tower Bent | K.Inaba | 19301218 | - | - | JN | 方眼 | 普通 | ペン | 「不用」の記述。×印 |
| 94 | - | 27 | Design of Jinzu-Bashi | 断面計算 | K.Inaba | 19301218 | - | - | JN | 方眼 | 普通 | ペン | 「不用」の記述 |
| 95 | - | 26 | Design of Jinzu-Bashi | 断面計算 | K.Inaba | 19301217 | - | - | JN | 方眼 | 普通 | ペン | 「不用」の記述 |
| 96 | - | - | - | 計算下書き | - | - | - | - | - | - | - | 鉛筆 | |
| 97 | - | - | - | 計算下書き | - | - | - | - | - | - | - | 鉛筆 | |
| 98 | - | - | - | 計算下書き | - | - | - | - | - | - | - | 鉛筆 | |
| 99 | - | - | - | 計算下書き | - | - | - | - | - | - | - | 鉛筆 | |
| 100 | - | - | - | 計算下書き | - | - | - | - | - | - | - | 鉛筆 | |
| 101 | - | - | 昭和四年四月 越中鐡道株式会社 鋼鈑桁橋応力計算書 並 材料表 |
表紙 | - | - | - | - | JN | 方眼 | 普通 | ペン | |
| 102 | - | 1 | Bridges for Etchu Tetudo | Effective span length of Bridges assumed | K.Inaba | 19310407 | - | - | JN | 方眼 | 普通 | ペン | |
| 103 | - | 2 | Bridges for Etchu Tetudo | Design of Bridge no.1, Design of Bridge no.2 | K.Inaba | 19310408 | - | - | JN | 方眼 | 普通 | ペン | |
| 104 | - | 3 | Bridges for Etchu Tetudo | Design of Bridge no.3, Design of Bridge no.4 | K.Inaba | 19310408 | - | - | JN | 方眼 | 普通 | ペン | |
| 105 | - | 4 | Bridges for Etchu Tetudo | Design of Bridge no.5, Design of Bridge no.6 | K.Inaba | 19310409 | - | - | JN | 方眼 | 普通 | ペン | |
| 106 | - | 5 | Bridges for Etchu Tetudo | Design of Bridge no.7, Design of Bridge no.8 | K.Inaba | 19310409 | - | - | JN | 方眼 | 普通 | ペン | |
| 107 | - | 6 | Bridges for Etchu Tetudo | Design of Bridge no.9 | K.Inaba | 19310409 | - | - | JN | 方眼 | 普通 | ペン | |
| 108 | - | 7 | Bridges for Etchu Tetudo | Skelton Diagram of Bridges no.1 - 8 | K.Inaba | 19310409 | - | - | JN | 方眼 | 普通 | ペン | |
| 109 | - | 8 | Bridges for Etchu Tetudo | Skelton Diagram of Bridges no.9 | K.Inaba | 19310409 | - | - | JN | 方眼 | 普通 | ペン | |
| 110 | - | 9 | Bridges for Etchu Tetudo | Estimation for Structural steel no.1 - 8 | K.Inaba | 19310408 | - | - | JN | 方眼 | 普通 | ペン | |
| 111 | - | 10 | Bridges for Etchu Tetudo | Estimation for Structural steel no.9, Summary for Structural steel | K.Inaba | 19310409 | - | - | JN | 方眼 | 普通 | ペン | |
| 112 | - | 11 | Bridges for Etchu Tetudo | Design of 18.288meter Girder span | K.Inaba | 19310410 | - | - | JN | 方眼 | 普通 | ペン | |
| 113 | - | 12 | Bridges for Etchu Tetudo | General Dimension and Details of main girders | K.Inaba | 19310410 | - | - | JN | 方眼 | 普通 | ペン | |
| 114 | - | 13 | Bridges for Etchu Tetudo | Estimation of Structural steel in one span | K.Inaba | 19310410 | - | - | JN | 方眼 | 普通 | ペン | |
| 115 | - | 14 | Bridges for Etchu Tetudo | Design of 24.775m Girder span | K.Inaba | 19310411 | - | - | JN | 方眼 | 普通 | ペン | |
| 116 | - | 15 | Bridges for Etchu Tetudo | General Dimension and Details of main girders | K.Inaba | 19310411 | - | - | JN | 方眼 | 普通 | ペン | |
| 117 | - | 16 | Bridges for Etchu Tetudo | Wind Bracings | K.Inaba | 19310411 | - | - | JN | 方眼 | 普通 | ペン | |
| 118 | - | 17 | Bridges for Etchu Tetudo | Estimate of Structural steel in one span | K.Inaba | 19310411 | - | - | JN | 方眼 | 普通 | ペン | |