増田淳氏関係資料 設計計算書
8. 戸田橋(1)・荒川橋（3） (PDF/166.5MB)
| 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 | - | - | 戸田橋トラス計算書 | 表紙 | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 2 | Ⅱ | 1 | - | General sketch of cantilever truss | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 3 | Ⅱ | 2 | Toda - Bashi | Vol.Ⅱ Calculation of Cantilever truss Chapter Ⅰ Live & Dead load stress of truss 1) General description |
T.Takata | 19280822 | - | - | 埼玉 | - | 青焼 | - | |
| 4 | - | 3 | Toda - Bashi | 2) Live load stress of suspended span | T.Takata | 19280824 | - | - | 埼玉 | - | 青焼 | - | |
| 5 | - | 4 | Toda - Bashi | 2) Live load stress of suspended span | T.Takata | 19280825 | - | - | 埼玉 | - | 青焼 | - | |
| 6 | - | 5 | Toda - Bashi | 2) Live load stress of suspended span | T.Takata | 19280825 | - | - | 埼玉 | - | 青焼 | - | |
| 7 | - | 6 | Toda - Bashi | 2) Live load stress of suspended span | T.Takata | 19280830 | - | - | 埼玉 | - | 青焼 | - | |
| 8 | - | 7 | Toda - Bashi | 2) Live load stress of suspended span | T.Takata | 19280830 | - | - | 埼玉 | - | 青焼 | - | |
| 9 | - | 8 | Toda - Bashi | 3) Dead load stress of suspended span, 4) Dead and Live load stress of verticals |
T.Takata | 19280904 | - | - | 埼玉 | - | 青焼 | - | |
| 10 | - | 9 | Toda - Bashi | 4) Dead and Live load stress of verticals | T.Takata | 19280904 | - | - | 埼玉 | - | 青焼 | - | |
| 11 | - | 10 | Toda - Bashi | 5) Live load stresses of Anchor span | T.Takata | 19280907 | - | - | 埼玉 | - | 青焼 | - | |
| 12 | - | 11 | Toda - Bashi | 5) Live load stresses of Anchor span | T.Takata | 19280910 | - | - | 埼玉 | - | 青焼 | - | |
| 13 | - | 12 | Toda - Bashi | 5) Live load stresses of Anchor span | T.Takata | 19280910 | - | - | 埼玉 | - | 青焼 | - | |
| 14 | - | 13 | Toda - Bashi | 5) Live load stresses of Anchor span | T.Takata | 19280910 | - | - | 埼玉 | - | 青焼 | - | |
| 15 | - | 14 | Toda - Bashi | 6) Live load stresses of Suspended arm | T.Takata | 19280911 | - | - | 埼玉 | - | 青焼 | - | |
| 16 | - | 15 | Toda - Bashi | 6) Live load stresses of Suspended arm | T.Takata | 19280911 | - | - | 埼玉 | - | 青焼 | - | |
| 17 | - | 16 | Toda - Bashi | 6) Live load stresses of Suspended arm | T.Takata | 19280912 | - | - | 埼玉 | - | 青焼 | - | |
| 18 | - | 17 | Toda - Bashi | 6) Live load stresses of Suspended arm | T.Takata | 19280928 | - | - | 埼玉 | - | 青焼 | - | |
| 19 | - | 18 | Toda - Bashi | 6) Live load stresses of Suspended arm | T.Takata | 19280928 | - | - | 埼玉 | - | 青焼 | - | |
| 20 | - | - | - | Stress sheet of Anchor span | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 21 | - | - | - | Stress sheet of Cantilever arm | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 22 | - | - | 昭和五年二月 九号国道 戸田橋上部構造計算書 鋼版桁橋及肱木型鋼橋応力計算 埼玉県 |
表紙 | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 23 | - | - | - | INDEX | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 24 | Ⅱ | 1 | Toda - Bashi | Chapter Ⅰ Design of Plate Girder, 1) General descriptions | T.Takata | 19281214 | - | - | 埼玉 | - | 青焼 | - | |
| 25 | - | 2 | Toda - Bashi | 2) Design of Floor slab | T.Takata | 19290123 | - | - | 埼玉 | - | 青焼 | - | |
| 26 | - | 3 | Toda - Bashi | 2) Design of Floor slab | T.Takata | 19290124 | - | - | 埼玉 | - | 青焼 | - | |
| 27 | - | 4 | Toda - Bashi | 3) Design of stringers | T.Takata | 19281215 | - | - | 埼玉 | - | 青焼 | - | |
| 28 | - | 5 | Toda - Bashi | 4) Design of Cross beam | T.Takata | 19281215 | - | - | 埼玉 | - | 青焼 | - | |
| 29 | Ⅱ | 6 | Toda - Bashi | 4) Design of Cross beam | T.Takata | 19281217 | - | - | 埼玉 | - | 青焼 | - | |
| 30 | - | 7 | Toda - Bashi | 4) Design of Cross beam | T.Takata | 19281219 | - | - | 埼玉 | - | 青焼 | - | |
| 31 | - | 8 | Toda - Bashi | 5) Design of Plate girder | T.Takata | 19290109 | - | - | 埼玉 | - | 青焼 | - | |
| 32 | - | 9 | Toda - Bashi | 5) Design of Plate girder | T.Takata | 19290110 | - | - | 埼玉 | - | 青焼 | - | |
| 33 | - | 10 | Toda - Bashi | 5) Design of Plate girder | T.Takata | 19290124 | - | - | 埼玉 | - | 青焼 | - | |
| 34 | - | 11 | Toda - Bashi | 6) Design of Lower laterals | T.Takata | 19280114 | - | - | 埼玉 | - | 青焼 | - | |
| 35 | - | 12 | Toda - Bashi | 7) Design of End bearings and Lateral approximate weight of metal | T.Takata | 19280116 | - | - | 埼玉 | - | 青焼 | - | |
| 36 | Ⅱ | 13 | - | General sketch of Cantilever truss | - | - | - | - | 埼玉 | - | 青焼 | - | 2 と同じ |
| 37 | Ⅱ | 14 | Toda - Bashi | Chapter Ⅱ Floor systems of trusses, 1) General description | T.Takata | 19281219 | - | - | 埼玉 | - | 青焼 | - | |
| 38 | - | 15 | Toda - Bashi | 2) Calculations of Floor systems adopting 1st class loading | T.Takata | 19281129 | - | - | 埼玉 | - | 青焼 | - | |
| 39 | - | 16 | Toda - Bashi | 3) Design of Cross beam | T.Takata | 19281219 | - | - | 埼玉 | - | 青焼 | - | |
| 40 | - | 17 | Toda - Bashi | 3) Design of Cross beam | T.Takata | 19290204 | - | - | 埼玉 | - | 青焼 | - | |
| 41 | Ⅱ | 18 | Toda - Bashi | Vol.Ⅱ Calculation of Cantilever truss Chapter Ⅲ Live & Dead load stress of truss 1) General description |
T.Takata | 19280822 | - | - | 埼玉 | - | 青焼 | - | 3 と同じ |
| 42 | - | 19 | Toda - Bashi | 2) Live load stress of suspended span | T.Takata | 19280824 | - | - | 埼玉 | - | 青焼 | - | 4 と同じ |
| 43 | - | 20 | Toda - Bashi | 2) Live load stress of suspended span | T.Takata | 19280825 | - | - | 埼玉 | - | 青焼 | - | 5 と同じ |
| 44 | - | 21 | Toda - Bashi | 2) Live load stress of suspended span | T.Takata | 19280825 | - | - | 埼玉 | - | 青焼 | - | 6 と1箇所数値が異なる |
| 45 | - | 22 | Toda - Bashi | 2) Live load stress of suspended span | T.Takata | 19280830 | - | - | 埼玉 | - | 青焼 | - | 7 と同じ |
| 46 | - | 23 | Toda - Bashi | 2) Live load stress of suspended span | T.Takata | 19280830 | - | - | 埼玉 | - | 青焼 | - | 8 と同じ |
| 47 | - | 24 | Toda - Bashi | 3) Dead load stress of suspended span, 4) Dead and Live load stress of verticals |
T.Takata | 19290206 | - | - | 埼玉 | - | 青焼 | - | 9 と数値が異なる |
| 48 | - | 25 | Toda - Bashi | 4) Dead and Live load stress of verticals | T.Takata | 19290207 | - | - | 埼玉 | - | 青焼 | - | 10 と数値、図が異なる |
| 49 | - | 26 | Toda - Bashi | 5) Live load stresses of Anchor span | T.Takata | 19280907 | - | - | 埼玉 | - | 青焼 | - | 11 と同じ |
| 50 | - | 27 | Toda - Bashi | 5) Live load stresses of Anchor span | T.Takata | 19280910 | - | - | 埼玉 | - | 青焼 | - | 12 と同じ |
| 51 | - | 28 | Toda - Bashi | 5) Live load stresses of Anchor span | T.Takata | 19280910 | - | - | 埼玉 | - | 青焼 | - | 13 と同じ |
| 52 | - | 29 | Toda - Bashi | 5) Live load stresses of Anchor span | T.Takata | 19280910 | - | - | 埼玉 | - | 青焼 | - | 14 と同じ |
| 53 | - | 30 | Toda - Bashi | 6) Live load stresses of Suspended arm | T.Takata | 19280911 | - | - | 埼玉 | - | 青焼 | - | 15 と同じ |
| 54 | - | 31 | Toda - Bashi | 6) Live load stresses of Suspended arm | T.Takata | 19280911 | - | - | 埼玉 | - | 青焼 | - | 16 と同じ |
| 55 | - | 32 | Toda - Bashi | 6) Live load stresses of Suspended arm | T.Takata | 19280912 | - | - | 埼玉 | - | 青焼 | - | 17 と同じ |
| 56 | - | 33 | Toda - Bashi | 6) Live load stresses of Suspended arm | T.Takata | 19280928 | - | - | 埼玉 | - | 青焼 | - | 18 と同じ |
| 57 | - | 34 | Toda - Bashi | 6) Live load stresses of Suspended arm | T.Takata | 19280928 | - | - | 埼玉 | - | 青焼 | - | 19 と同じ |
| 58 | - | 35 | Toda - Bashi | 7) Dead load stress of Cantilever truss | T.Takata | 19290208 | - | - | 埼玉 | - | 青焼 | - | |
| 59 | - | 36 | Toda - Bashi | 7) Dead load stress of Cantilever truss | T.Takata | 19290209 | - | - | 埼玉 | - | 青焼 | - | |
| 60 | - | 37 | Toda - Bashi | 7) Dead load stress of Cantilever truss | T.Takata | 19290212 | - | - | 埼玉 | - | 青焼 | - | |
| 61 | - | 38 | Toda - Bashi | 8) Max and min reaction to the masonry | T.Takata | 19290212 | - | - | 埼玉 | - | 青焼 | - | |
| 62 | - | 39 | - | Stress sheet of Anchor span | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 63 | - | 40 | Toda - Bashi | Stress sheet of Cantilever arm | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 64 | - | 41 | Toda - Bashi | Chapter Ⅳ Design of Trusses, 1) Anchor and Cantilever arm | T.Takata | 19290506 | - | - | 埼玉 | - | 青焼 | - | |
| 65 | - | 42 | Toda - Bashi | 1) Anchor and Cantilever arm | T.Takata | 19290506 | - | - | 埼玉 | - | 青焼 | - | |
| 66 | - | 43 | Toda - Bashi | 1) Anchor and Cantilever arm | T.Takata | 19290507 | - | - | 埼玉 | - | 青焼 | - | |
| 67 | - | 44 | Toda - Bashi | 1) Anchor and Cantilever arm | T.Takata | 19290507 | - | - | 埼玉 | - | 青焼 | - | |
| 68 | - | 45 | - | 2) Suspended span | T.Takata | 19290509 | - | - | 埼玉 | - | 青焼 | - | |
| 69 | - | 46 | Toda - Bashi | 2) Suspended span | T.Takata | 19290509 | - | - | 埼玉 | - | 青焼 | - | |
| 70 | - | 47 | Toda - Bashi | 3) Design of Lower laterals | T.Takata | 19290222 | - | - | 埼玉 | - | 青焼 | - | |
| 71 | - | 48 | - | 3) Design of Lower laterals | T.Takata | 19290606 | - | - | 埼玉 | - | 青焼 | - | |
| 72 | - | 49 | - | 3) Design of Lower laterals | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 73 | - | 50 | Toda - Bashi | 4) Design of shoe | T.Takata | 19290800 | - | - | 埼玉 | - | 青焼 | - | |
| 74 | - | 51 | Toda - Bashi | 4) Design of shoe | T.Takata | 19290800 | - | - | 埼玉 | - | 青焼 | - | |
| 75 | - | 52 | Toda - Bashi | 4) Design of shoe | T.Takata | 19290830 | - | - | 埼玉 | - | 青焼 | - | |
| 76 | - | 53 | Toda - Bashi | 4) Design of shoe | T.Takata | 19290831 | - | - | 埼玉 | - | 青焼 | - | |
| 77 | - | 54 | Toda - Bashi | 5) Stability of Top chord of suspended span | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 78 | - | 55 | Toda - Bashi | 5) Stability of Top chord of suspended span | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 79 | - | 56 | Toda - Bashi | 5) Stability of Top chord of suspended span | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 80 | - | - | CALCULATIONS FOR TODA-BASHI IN NO.9 COUNTRY HIGHWAY BETWEEN TODA & SHIMURA SAITAMA-KEN & TOKYO-FU PLATE GIRDER & SUBSTRUCTURES DESIGNED BY T.TAKATA, SAITAMA-KEN JUNE 1928 |
表紙 | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 81 | - | - | INDEX | INDEX | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 82 | - | 1 | Calculations for Toda-Bashi | Chapter Ⅰ Design of Plate Girder, 1) General descriptions | T.Takata | - | T.Takata | - | 埼玉 | - | 青焼 | - | |
| 83 | - | 2 | - | 2) Design of Floor Slab | T.Takata | - | T.Takata | - | 埼玉 | - | 青焼 | - | |
| 84 | - | 3 | - | 3) Design of stringers | T.Takata | - | T.Takata | - | 埼玉 | - | 青焼 | - | |
| 85 | - | 4 | - | 3) Design of stringers | T.Takata | - | T.Takata | - | 埼玉 | - | 青焼 | - | |
| 86 | - | 5 | - | 4) Design of Cross beam | T.Takata | - | T.Takata | - | 埼玉 | - | 青焼 | - | |
| 87 | - | 6 | Toda - Bashi | 4) Design of Cross beam | T.Takata | - | T.Takata | - | 埼玉 | - | 青焼 | - | |
| 88 | - | 7 | Toda - Bashi | 4) Design of Cross beam | T.Takata | - | T.Takata | - | 埼玉 | - | 青焼 | - | |
| 89 | - | 8 | Toda - Bashi | 5) Design of Plate girder | T.Takata | - | T.Takata | - | 埼玉 | - | 青焼 | - | |
| 90 | - | 9 | Toda - Bashi | 5) Design of Plate girder | T.Takata | - | T.Takata | - | 埼玉 | - | 青焼 | - | |
| 91 | - | 10 | Toda - Bashi | 5) Design of Plate girder | T.Takata | - | T.Takata | - | 埼玉 | - | 青焼 | - | |
| 92 | - | 11 | Toda - Bashi | 6) Design of Lower laterals | T.Takata | - | T.Takata | - | 埼玉 | - | 青焼 | - | |
| 93 | - | 12 | - | 7) Design of End bearings and Lateral approximate weight of metal | T.Takata | - | T.Takata | - | 埼玉 | - | 青焼 | - | |
| 94 | - | 13 | - | Chapter Ⅱ Preliminary Calculation of Cantilever truss, 1) General Descriptions |
T.Takata | - | T.Takata | - | 埼玉 | - | 青焼 | - | |
| 95 | - | 14 | Toda - Bashi | 2) Design of Stringers | T.Takata | - | T.Takata | - | 埼玉 | - | 青焼 | - | |
| 96 | - | 15 | Toda - Bashi | 3) Design of Cross beam | T.Takata | 19270919 | T.Takata | 19280602 | 埼玉 | - | 青焼 | - | |
| 97 | - | 16 | Toda - Bashi | 3) Design of Cross beam | T.Takata | 19270919 | T.Takata | 19280606 | 埼玉 | - | 青焼 | - | |
| 98 | - | 17 | Toda - Bashi | 4) Approximate Weight of trusses | T.Takata | 19271101 | T.Takata | 19280612 | 埼玉 | - | 青焼 | - | |
| 99 | - | 18 | Toda - Bashi | 4) Approximate Weight of trusses | T.Takata | 19271102 | T.Takata | 19280612 | 埼玉 | - | 青焼 | - | |
| 100 | - | 19 | Toda - Bashi | 4) Approximate Weight of trusses | T.Takata | 19271107 | T.Takata | 19280612 | 埼玉 | - | 青焼 | - | |
| 101 | - | 20 | Toda - Bashi | 5) Max and min reactions | T.Takata | 19271107 | T.Takata | 19280613 | 埼玉 | - | 青焼 | - | |
| 102 | - | 21 | Toda - Bashi | 5) Max and min reactions | T.Takata | 19271108 | T.Takata | 19280613 | 埼玉 | - | 青焼 | - | |
| 103 | - | 22 | Toda - Bashi | Piers No.2 to No.14 | T.Takata | - | - | - | 埼玉 | - | 青焼 | - | |
| 104 | - | 23 | Toda - Bashi | Chapter Ⅲ Design of Substructures, 1) Design of girder piers No.2 to No.14 |
T.Takata | 19280130 | - | - | 埼玉 | - | 青焼 | - | |
| 105 | - | 24 | Toda - Bashi | 2) Reinforcements and stability of base during earthquake of Pier No.13 and No.14 | Takata | 19280130 | - | - | 埼玉 | - | 青焼 | - | |
| 106 | - | 25 | Toda - Bashi | 2) Reinforcements and stability of base during earthquake of Pier No.13 and No.14 | T.Takata | 19280204 | - | - | 埼玉 | - | 青焼 | - | |
| 107 | - | 26 | Toda - Bashi | 2) Reinforcements and stability of base during earthquake of Pier No.13 and No.14 | T.Takata | 19280206 | - | - | 埼玉 | - | 青焼 | - | |
| 108 | - | 27 | - | Piers No.15 and No.16 | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 109 | - | 28 | - | 3) Design of girder piers No.15 & No.16 | T.Onda | - | - | - | 埼玉 | - | 青焼 | - | |
| 110 | - | 29 | - | 3) Design of girder piers No.15 & No.16 | T.Onda | - | - | - | 埼玉 | - | 青焼 | - | |
| 111 | - | 30 | - | 3) Design of girder piers No.15 & No.16 | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 112 | - | 31 | Toda - Bashi | Pier No.17 | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 113 | - | 32 | Toda - Bashi | 4) Design of Pier No.17 | T.Takata | 19280324 | - | - | 埼玉 | - | 青焼 | - | |
| 114 | - | 33 | Toda - Bashi | 4) Design of Pier No.17 | T.Takata | 19280326 | - | - | 埼玉 | - | 青焼 | - | |
| 115 | - | 34 | Toda - Bashi | 5) Reinforcements of Pier No.17 | T.Takata | 19280327 | - | - | 埼玉 | - | 青焼 | - | |
| 116 | - | 35 | Toda - Bashi | 5) Reinforcements of Pier No.17 | T.Takata | 19280327 | - | - | 埼玉 | - | 青焼 | - | |
| 117 | - | 36 | Toda - Bashi | 5) Reinforcements of Pier No.17 | T.Takata | 19280327 | - | - | 埼玉 | - | 青焼 | - | |
| 118 | - | 37 | - | Pier No. 18 & 19 | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 119 | - | 38 | - | Pier No. 18 & 19 | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 120 | - | 39 | Toda - Bashi | 6) Design of main piers of truss | T.Takata | 19280223 | - | - | 埼玉 | - | 青焼 | - | |
| 121 | - | 40 | Toda - Bashi | 6) Design of main piers of truss | T.Takata | 19280224 | - | - | 埼玉 | - | 青焼 | - | |
| 122 | - | 41 | - | 7) Reinforcements of the shaft of main pier | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 123 | - | 42 | Toda - Bashi | 7) Reinforcements of the shaft of main pier | T.Takata | 19280306 | - | - | 埼玉 | - | 青焼 | - | |
| 124 | - | 43 | Toda - Bashi | 8) Reinforcements of well | T.Takata | 19280308 | - | - | 埼玉 | - | 青焼 | - | |
| 125 | - | 44 | Toda - Bashi | 8) Reinforcements of well | T.Takata | 19280308 | - | - | 埼玉 | - | 青焼 | - | |
| 126 | - | 45 | Toda - Bashi | 8) Reinforcements of well | T.Takata | 19280417 | - | - | 埼玉 | - | 青焼 | - | |
| 127 | - | 46 | Toda - Bashi | 9) Vertical reinforcements of well shell | T.Takata | 19280418 | - | - | 埼玉 | - | 青焼 | - | |
| 128 | - | 47 | Toda - Bashi | 9) Vertical reinforcements of well shell | T.Takata | 19280418 | - | - | 埼玉 | - | 青焼 | - | |
| 129 | - | 48 | - | Abutment for girder span | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 130 | - | 49 | Toda - Bashi | 10) Design of abutment for girder span | T.Takata | 19280210 | - | - | 埼玉 | - | 青焼 | - | |
| 131 | - | 50 | Toda - Bashi | 10) Design of abutment for girder span | T.Takata | 19280211 | - | - | 埼玉 | - | 青焼 | - | |
| 132 | - | 51 | Toda - Bashi | 11) Stability of base during earthquake : Bearing power of piles | T.Takata | 19280213 | - | - | 埼玉 | - | 青焼 | - | |
| 133 | - | 52 | Toda - Bashi | 11) Stability of base during earthquake : Bearing power of piles | T.Takata | 19280213 | - | - | 埼玉 | - | 青焼 | - | |
| 134 | - | 53 | Toda - Bashi | 11) Stability of base during earthquake : Bearing power of piles | T.Takata | 19280214 | - | - | 埼玉 | - | 青焼 | - | |
| 135 | - | 54 | Toda - Bashi | 12) Calculation of reinforcements for girder abutment | T.Takata | 19280216 | - | - | 埼玉 | - | 青焼 | - | |
| 136 | - | 55 | Toda - Bashi | 12) Calculation of reinforcements for girder abutment | T.Takata | 19280217 | - | - | 埼玉 | - | 青焼 | - | |
| 137 | - | 56 | Toda - Bashi | 12) Calculation of reinforcements for girder abutment | T.Takata | 19280218 | - | - | 埼玉 | - | 青焼 | - | |
| 138 | - | 57 | Toda - Bashi | 12) Calculation of reinforcements for girder abutment | T.Takata | 19280218 | - | - | 埼玉 | - | 青焼 | - | |
| 139 | - | 58 | Toda - Bashi | Abutment for truss span | - | - | - | - | 埼玉 | - | 青焼 | - | |
| 140 | - | 59 | Toda - Bashi | 13) Design of Abutment for truss span | T.Takata | 19280330 | - | - | 埼玉 | - | 青焼 | - | |
| 141 | - | 60 | Toda - Bashi | 13) Design of Abutment for truss span | T.Takata | 19280331 | - | - | 埼玉 | - | 青焼 | - | |
| 142 | - | 61 | Toda - Bashi | 14) Stability of base during earthquake : Calculation of piles | T.Takata | 19280402 | - | - | 埼玉 | - | 青焼 | - | |
| 143 | - | 62 | Toda - Bashi | 14) Stability of base during earthquake : Calculation of piles | T.Takata | 19280405 | - | - | 埼玉 | - | 青焼 | - | |
| 144 | - | 63 | Toda - Bashi | 15) Reinforcements for truss abutment | T.Takata | 19280407 | - | - | 埼玉 | - | 青焼 | - | |
| 145 | - | 64 | Toda - Bashi | 15) Reinforcements for truss abutment | T.Takata | 19280407 | - | - | 埼玉 | - | 青焼 | - | |
| 146 | - | - | 戸田橋豫算設計 | 表紙 | - | - | - | - | SN | 方眼 | 普通 | 鉛筆 | 桁断面図下書きあり |
| 147 | - | 1 | Preliminary Estimate of Toda - Bashi for Saitama ken | 設計条件 | J･M | 19270512 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 148 | - | 2 | Preliminary Estimate of Toda - Bashi for Saitama ken | Design of truss | J･M | 19270512 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 149 | - | 3 | Preliminary Estimate of Toda - Bashi for Saitama ken | Estimate of girder span, Design of stringer | J･M | 19270512 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 150 | - | 4 | Preliminary Estimate of Toda - Bashi for Saitama ken | トラス荷重計算 | J･M | 19270512 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 151 | - | 5 | Preliminary Estimate of Toda - Bashi for Saitama ken | トラス荷重計算 | J.masuda | 19270512 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 152 | - | 6 | Preliminary Estimate of Toda - Bashi for Saitama ken | Estimate of cost of Deck flooring, Design of substructure for truss span |
J･M | 19270512 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 153 | - | 7 | Preliminary Estimate of Toda - Bashi for Saitama ken | approximate volume of concrete | J･M | 19270512 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 154 | - | 8 | Preliminary Estimate of Toda - Bashi for Saitama ken | Bearing Pressure at bottom, Buoyancy | J･M | 19270512 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 155 | - | 9 | Preliminary Estimate of Toda - Bashi for Saitama ken | Girder pier | J･M | 19270512 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 156 | - | 10 | Preliminary Estimate of Toda - Bashi for Saitama ken | Estimate of cost | J･M | 19270512 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 157 | - | 11 | Preliminary Estimate of Toda - Bashi for Saitama ken | No.2 Layout, 荷重計算 | J･M | 19270512 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 158 | - | 12 | Preliminary Estimate of Toda - Bashi for Saitama ken | 荷重計算 | J･M | 19270513 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 159 | - | 13 | Preliminary Estimate of Toda - Bashi for Saitama ken | 荷重計算 | J･M | 19270513 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 160 | - | 14 | Preliminary Estimate of Toda - Bashi for Saitama ken | Layout no.3, 荷重計算 | J･M | 19270513 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 161 | - | 15 | Preliminary Estimate of Toda - Bashi for Saitama ken | 荷重計算 | J･M | 19270513 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 162 | - | 1 | Preliminary Estimate of Toda - Bashi for Saitama ken | 設計条件 | J.masuda | 19270524 | - | - | SN | 方眼 | 普通 | ペン | |
| 163 | - | 2 | Preliminary Estimate of Toda - Bashi for Saitama ken | 荷重計算 | J.masuda | 19270524 | - | - | SN | 方眼 | 普通 | ペン | |
| 164 | - | 3 | Preliminary Estimate of Toda - Bashi for Saitama ken | 荷重計算 | J.masuda | 19270524 | - | - | SN | 方眼 | 普通 | ペン | |
| 165 | - | 4 | Preliminary Estimate of Toda - Bashi for Saitama ken | 荷重計算 | J.masuda | 19270524 | - | - | SN | 方眼 | 普通 | ペン | |
| 166 | - | 5 | Preliminary Estimate of Toda - Bashi for Saitama ken | 荷重計算 | J.masuda | 19270524 | - | - | SN | 方眼 | 普通 | ペン | |
| 167 | - | 6 | Preliminary Estimate of Toda - Bashi for Saitama ken | 荷重計算 | J.masuda | 19270524 | - | - | SN | 方眼 | 普通 | ペン | |
| 168 | - | 7 | Preliminary Estimate of Toda - Bashi for Saitama ken | 橋脚寸法図 | J.masuda | 19270530 | - | - | SN | 方眼 | 普通 | ペン | |
| 169 | - | 8 | Preliminary Estimate of Toda - Bashi for Saitama ken | Approximate volume of concrete in girder pier, stability due to Earthquake |
J.masuda | 19270531 | - | - | SN | 方眼 | 普通 | ペン | |
| 170 | - | 9 | Preliminary Estimate of Toda - Bashi for Saitama ken | Piers no. 3-4-5 | J.masuda | 19270531 | - | - | SN | 方眼 | 普通 | ペン | |
| 171 | - | 10 | Preliminary Estimate of Toda - Bashi for Saitama ken | stability due to Earthquake, Approximate vol of concrete, Design of girder abutment |
J.masuda | 19270531 | - | - | SN | 方眼 | 普通 | ペン | |
| 172 | - | 11 | Preliminary Estimate of Toda - Bashi for Saitama ken | Design of truss span, 荷重計算 | J.masuda | 19270616 | - | - | SN | 方眼 | 普通 | ペン | |
| 173 | - | 12 | Preliminary Estimate of Toda - Bashi for Saitama ken | 荷重計算 | J.masuda | 19270617 | - | - | SN | 方眼 | 普通 | ペン | |
| 174 | - | 13 | Preliminary Estimate of Toda - Bashi for Saitama ken | 荷重計算 | J.masuda | 19270617 | - | - | SN | 方眼 | 普通 | ペン | |
| 175 | - | 14 | Preliminary Estimate of Toda - Bashi for Saitama ken | 荷重計算 | J.masuda | 19270617 | - | - | SN | 方眼 | 普通 | ペン | |
| 176 | - | 15 | Preliminary Estimate of Toda - Bashi for Saitama ken | 荷重計算 | J.masuda | - | - | - | SN | 方眼 | 普通 | ペン | |
| 177 | - | 16 | Preliminary Estimate of Toda - Bashi for Saitama ken | 荷重計算 | J.masuda | - | - | - | SN | 方眼 | 普通 | ペン | |
| 178 | - | 17 | Preliminary Estimate of Toda - Bashi for Saitama ken | 荷重計算 | J.masuda | - | - | - | SN | 方眼 | 普通 | ペン | |
| 179 | - | 18 | Preliminary Estimate of Toda - Bashi for Saitama ken | Estimate of Cost of Deck | J.masuda | - | - | - | SN | 方眼 | 普通 | ペン | |
| 180 | - | - | Preliminary Estimate of Toda - Bashi for Saitama ken | Layout no.4 | J･M | 19270513 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 181 | - | 1 | Preliminary Estimate of Toda - Bashi | Railway, Highway Combined, 荷重計算 | J･M | 19270623 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 182 | - | 2 | Preliminary Estimate of Toda - Bashi Railway and Highway | 荷重計算 | J･M | 19270623 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 183 | - | 3 | Preliminary Estimate of Toda - Bashi Railway and Highway | 荷重計算 | J･M | 19270623 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 184 | - | 4 | Preliminary Estimate of Toda - Bashi Railway and Highway | 荷重計算, Approximate estimate of cost | J･M | 19270623 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 185 | - | 5 | Preliminary Estimate of Toda - Bashi Railway and Highway | saving of metal from combined truss | J･M | 19270623 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 186 | - | - | 昭和二年九月 埼玉県荒川橋豫算 | 表紙 | - | - | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 187 | - | 1 | Arakawa Bashi for Saitama-ken | 上部工断面図 | J･M | 19270921 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 188 | - | 2 | Arakawa Bashi for Saitama-ken | weight of truss, approximate cost | J･M | 19270921 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 189 | - | 3 | Arakawa Bashi for Saitama-ken | arch abutment | J･M | 19270922 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 190 | - | - | - | 計算下書き | - | - | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 191 | - | 1 | Design of Toda-Bashi for Saitama-ken | Influence surface for truss span | J.masuda | 19271102 | - | - | SN | 方眼 | 普通 | ペン | |
| 192 | - | - | - | トラス骨組図, 断面力計算 | - | - | - | - | - | - | - | 鉛筆 | 191の裏面 |
| 193 | - | 1 | Design of Toda-Bashi for Saitama-ken | Influence surface for truss span | J.masuda | 19271102 | - | - | SN | 方眼 | 普通 | ペン | 途中から鉛筆書き |
| 194 | - | - | - | トラス骨組図 | - | - | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 195 | - | - | - | トラス骨組図 | - | - | - | - | - | - | - | 鉛筆 | 194の裏面, 榛名山索道陸橋 |
| 196 | - | 19 | Design of Viaduct for Haruna-San Cable Car line | トラス部材の検討 | J.masuda | 19271025 | - | - | SN | 方眼 | 普通 | ペン | Void, 榛名山索道陸橋 |
| 197 | - | - | - | トラス部材の検討 | - | - | - | - | - | - | - | 鉛筆 | 196の裏面 |
| 198 | - | 20 | Design of Viaduct for Haruna-San Cable Car line | 下部工の検討 | J.masuda | 19271025 | - | - | SN | 方眼 | 普通 | ペン | 途中から鉛筆書き |
| 199 | - | - | - | トラス部材の検討 | - | - | - | - | - | - | - | 鉛筆 | 198の裏面 |
| 200 | - | - | - | トラス部材の検討 | - | - | - | - | SN | 無地 | 普通 | 鉛筆 | |
| 201 | - | - | - | トラス部材の検討 | - | - | - | - | SN | 無地 | 普通 | 鉛筆 | |
| 202 | - | - | - | - | - | - | - | - | SN | 無地 | 普通 | 鉛筆 | |
| 203 | - | - | - | Diagonal, トラス部材の検討 | - | - | - | - | SN | 無地 | 普通 | 鉛筆 | 戸田橋 |
| 204 | - | - | - | トラス部材の検討 | - | - | - | - | SN | 無地 | 普通 | 鉛筆 | 戸田橋 |
| 205 | - | - | - | トラス部材の検討 | - | - | - | - | SN | 無地 | 普通 | 鉛筆 | 戸田橋 |
| 206 | - | 1 | Design of Toda-Bashi for Saitama-ken | Influence surface for truss span | J.masuda | 19271102 | - | - | SN | 方眼 | 普通 | ペン | |
| 207 | - | 2 | Design of Toda-Bashi for Saitama-ken | Stress in diagonal, Suspended Tension Chord, Stress in middle chord |
J.masuda | 19271110 | - | - | SN | 方眼 | 普通 | ペン | |
| 208 | - | 3 | Design of Toda-Bashi for Saitama-ken | Stress in lower chord, stress in Diagonal | J.masuda | 19271110 | - | - | SN | 方眼 | 普通 | ペン | |
| 209 | - | 4 | Design of Toda-Bashi for Saitama-ken | Stress in middle chord, Stress in lower chord, Stress in diagonal | J.masuda | 19271111 | - | - | SN | 方眼 | 普通 | ペン | |