増田淳氏関係資料 設計計算書
16. 42B橋・108A橋・41D橋 (PDF/55.9MB)
| 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 | - | - | - | トラス側面図 | - | - | - | - | SN | - | 青焼 | - | |
| 2 | - | 1 | 42B Bridge for city of Tokyo | Loadings, Weight of materials | - | - | - | - | SN | - | 青焼 | - | |
| 3 | - | 2 | 42B Bridge for city of Tokyo | Allowable working strength of materials, Miscellaneous Data | - | - | - | - | SN | - | 青焼 | - | |
| 4 | - | 3 | 42B Bridge for city of Tokyo | Assumed cross Section of bridge | - | - | - | - | SN | - | 青焼 | - | |
| 5 | - | 4 | 42B Bridge for city of Tokyo | Design of floor slab | - | - | - | - | SN | - | 青焼 | - | |
| 6 | - | 5 | 42B Bridge for city of Tokyo | Design of floor slab under footway, Design of floor slab | - | - | - | - | SN | - | 青焼 | - | |
| 7 | - | 6 | - | design of stringer under carriage way, Design of stringer under sidewalk |
- | - | - | - | SN | - | 青焼 | - | |
| 8 | - | 7 | 42B Bridge for city of Tokyo | Design of Fascia Stringer, Design of Cantilever beam | - | - | - | - | SN | - | 青焼 | - | |
| 9 | - | 8 | 42B Bridge for city of Tokyo | Design of Cantilever beam (続) | - | - | - | - | SN | - | 青焼 | - | |
| 10 | - | 9 | 42B Bridge for city of Tokyo | Design of main floor beam | - | - | - | - | SN | - | 青焼 | - | |
| 11 | - | 10 | 42B Bridge for city of Tokyo | Design of main floor beam (続) | - | - | - | - | SN | - | 青焼 | - | |
| 12 | - | 11 | 42B Bridge for city of Tokyo | Design of main floor beam (続) | - | - | - | - | SN | - | 青焼 | - | |
| 13 | - | 12 | 42B Bridge for city of Tokyo | Approximate weight of steel of Floor systems, Panel load | - | - | - | - | SN | - | 青焼 | - | |
| 14 | - | 13 | 42B Bridge for city of Tokyo | Skelton diagram of truss | - | - | - | - | SN | - | 青焼 | - | |
| 15 | - | 14 | - | max top chord stress, max lower chord stress | - | - | - | - | SN | - | 青焼 | - | |
| 16 | - | 15 | 42B Bridge for city of Tokyo | Length of each members | - | - | - | - | SN | - | 青焼 | - | |
| 17 | - | 16 | 42B Bridge for city of Tokyo | Length of each members (続) | - | - | - | - | SN | - | 青焼 | - | |
| 18 | - | 17 | 42B Bridge for city of Tokyo | トラス骨組図 | - | - | - | - | SN | - | 青焼 | - | |
| 19 | - | 18 | - | トラス座標, 寸法計算 | - | - | - | - | SN | - | 青焼 | - | |
| 20 | - | 19 | 42B Bridge for city of Tokyo | Influence Surfaces for upper chord, Stresses of upper chords | - | - | - | - | SN | - | 青焼 | - | |
| 21 | - | 20 | 42B Bridge for city of Tokyo | Influence Surfaces for Lower chords, Stresses of Lower chords and req'd Section |
- | - | - | - | SN | - | 青焼 | - | |
| 22 | - | 21 | - | Influence Surfaces for Diagonals, Stresses and Req'd Section of Diagonals |
- | - | - | - | SN | - | 青焼 | - | |
| 23 | - | 22 | 42B Bridge for city of Tokyo | Stresses and req'd Section of Vertical members | - | - | - | - | SN | - | 青焼 | - | |
| 24 | - | 23 | 42B Bridge for city of Tokyo | Assumed Section of Each members | - | - | - | - | SN | - | 青焼 | - | |
| 25 | - | 24 | - | Assumed Section of Each members (続) | - | - | - | - | SN | - | 青焼 | - | |
| 26 | - | 25 | 42B Bridge for city of Tokyo | Assumed Section of Each members (続) | - | - | - | - | SN | - | 青焼 | - | |
| 27 | - | 25 | - | 応力図 | - | - | - | - | SN | - | 青焼 | - | |
| 28 | - | 28 | 42B Bridge for city of Tokyo | Estimate of Weight of Truss members, Upper panel load | - | - | - | - | SN | - | 青焼 | - | |
| 29 | - | 29 | 42B Bridge for city of Tokyo | Upper Lateral Bracings, Estimate of steel for upper lateral system |
- | - | - | - | SN | - | 青焼 | - | 紙片が貼付されている。 |
| 30 | - | - | - | Upper Lateral Bracings, Estimate of steel for upper lateral system |
- | - | - | - | SN | - | 青焼 | - | 29の貼付されている紙片の下 |
| 31 | - | 30 | 42B Bridge for city of Tokyo | Bottom Lateral systems, Approx. weight of Bottom Laterals, Total weight |
- | - | - | - | SN | - | 青焼 | - | 紙片が貼付されている。 |
| 32 | - | - | - | Bottom Lateral systems, Approx. weight of Bottom Laterals, Total weight |
- | - | - | - | SN | - | 青焼 | - | 31の貼付されている紙片の下 |
| 33 | - | 31 | 42B Bridge for city of Tokyo | Deflection of Truss | - | - | - | - | SN | - | 青焼 | - | |
| 34 | - | 32 | 42B Bridge for city of Tokyo | Design of Abutment | K.Inaba | 19270822 | - | - | SN | - | 青焼 | - | |
| 35 | - | 33 | 42B Bridge for city of Tokyo | Parapet wall | K.Inaba | 19270822 | - | - | SN | - | 青焼 | - | |
| 36 | - | 34 | 42B Bridge for city of Tokyo | Curtain wall, Counterfort wall at center | K.Inaba | 19270824 | - | - | SN | - | 青焼 | - | |
| 37 | - | 35 | 42B Bridge for city of Tokyo | Counterfort wall at center (続) | K.Inaba | 19270824 | - | - | SN | - | 青焼 | - | |
| 38 | - | 36 | 42B Bridge for city of Tokyo | Counterfort wall at center (続) | K.Inaba | 19270825 | - | - | SN | - | 青焼 | - | |
| 39 | - | 37 | 42B Bridge for city of Tokyo | Counterfort under shoe | K.Inaba | 19270826 | - | - | SN | - | 青焼 | - | |
| 40 | - | 38 | 42B Bridge for city of Tokyo | Counterfort under shoe (続) | K.Inaba | 19270826 | - | - | SN | - | 青焼 | - | |
| 41 | - | 39 | 42B Bridge for city of Tokyo | Design of foundation | K.Inaba | 19270826 | - | - | SN | - | 青焼 | - | |
| 42 | - | 40 | 42B Bridge for city of Tokyo | Design of foundation (続) | K.Inaba | 19270827 | - | - | SN | - | 青焼 | - | |
| 43 | - | 41 | 42B Bridge for city of Tokyo | Design of base | K.Inaba | 19270827 | - | - | SN | - | 青焼 | - | |
| 44 | - | 42 | 42B Bridge for city of Tokyo | Design of Wing Wall | K.Inaba | 19270827 | - | - | SN | - | 青焼 | - | |
| 45 | - | 43 | 42B Bridge for city of Tokyo | Foundation | K.Inaba | 19270827 | - | - | SN | - | 青焼 | - | |
| 46 | - | 44 | 42B Bridge for city of Tokyo | Foundation (続) | K.Inaba | 19270827 | - | - | SN | - | 青焼 | - | |
| 47 | - | 45 | 42B Bridge for city of Tokyo | Cantilever footing at Toe, Base between Counterforts | K.Inaba | 19270830 | - | - | SN | - | 青焼 | - | |
| 48 | - | 0 | 昭和二年十月 東京市一0八A新設橋梁設計々算書 設計者 増田橋梁事務所 |
表紙 | - | - | - | - | SN | 方眼 | 普通 | ペン | |
| 49 | - | 1 | Design of 108A Bridge for city of Tokyo | 設計条件, Design of Floor slab | J.masuda | 19270927 | - | - | SN | 方眼 | 普通 | ペン | |
| 50 | - | 2 | Design of 108A Bridge for city of Tokyo | Sidewalk slab, Slab at Curb line | J.masuda | 19270928 | - | - | SN | 方眼 | 普通 | ペン | |
| 51 | - | 3 | Design of 108A Bridge for city of Tokyo | Longitudinal stringer | J.masuda | 19270928 | - | - | SN | 方眼 | 普通 | ペン | |
| 52 | - | 4 | Design of 108A Bridge for city of Tokyo | Sidewalk stringer | J.masuda | 19270928 | - | - | SN | 方眼 | 普通 | ペン | |
| 53 | - | 5 | Design of 108A Bridge for city of Tokyo | Sidewalk stringer (続) | J.masuda | 19270928 | - | - | SN | 方眼 | 普通 | ペン | |
| 54 | - | 6 | Design of 108A Bridge for city of Tokyo | Suspended span : Design of main girder G1 (Inside girder) | J.masuda | 19270928 | - | - | SN | 方眼 | 普通 | ペン | |
| 55 | - | 7 | Design of 108A Bridge for city of Tokyo | Design of main girder G1 (Inside girder) (続) | J.masuda | 19270928 | - | - | SN | 方眼 | 普通 | ペン | |
| 56 | - | 8 | Design of 108A Bridge for city of Tokyo | Design of main girder G1 (Inside girder) (続) | J.masuda | 19270929 | - | - | SN | 方眼 | 普通 | ペン | |
| 57 | - | 9 | Design of 108A Bridge for city of Tokyo | Outside girder G2 | J.masuda | 19270929 | - | - | SN | 方眼 | 普通 | ペン | |
| 58 | - | 10 | Design of 108A Bridge for city of Tokyo | Approximate weight of main girder | J.masuda | 19270929 | - | - | SN | 方眼 | 普通 | ペン | |
| 59 | - | 11 | Design of 108A Bridge for city of Tokyo | Approximate weight of main girder (続) | J.masuda | 19270929 | - | - | SN | 方眼 | 普通 | ペン | |
| 60 | - | 12 | Design of 108A Bridge for city of Tokyo | Approximate of weight of suspended span, Design of Anchor span, Inside girder G1 |
J.masuda | 19270929 | - | - | SN | 方眼 | 普通 | ペン | |
| 61 | - | 13 | Design of 108A Bridge for city of Tokyo | Inside girder G1 (続) | J.masuda | 19270930 | - | - | SN | 方眼 | 普通 | ペン | |
| 62 | - | 14 | Design of 108A Bridge for city of Tokyo | Inside girder G1 (続) | J.masuda | 19270930 | - | - | SN | 方眼 | 普通 | ペン | |
| 63 | - | 15 | Design of 108A Bridge for city of Tokyo | Inside girder G1 (続) | J.masuda | 19270930 | - | - | SN | 方眼 | 普通 | ペン | |
| 64 | - | 16 | Design of 108A Bridge for city of Tokyo | Design of Anchor span, Inside girder G2 | J.masuda | 19270930 | - | - | SN | 方眼 | 普通 | ペン | |
| 65 | - | 17 | Design of 108A Bridge for city of Tokyo | Inside girder G2 (続) | J.masuda | 19270930 | - | - | SN | 方眼 | 普通 | ペン | |
| 66 | - | 18 | Design of 108A Bridge for city of Tokyo | Inside girder G2 (続) | J.masuda | 19270930 | - | - | SN | 方眼 | 普通 | ペン | |
| 67 | - | 19 | Design of 108A Bridge for city of Tokyo | Approximate weight of main girder (anchor span) | J.masuda | 19271001 | - | - | SN | 方眼 | 普通 | ペン | |
| 68 | - | 20 | Design of 108A Bridge for city of Tokyo | Approximate weight of main girder (anchor span) | J.masuda | 19271001 | - | - | SN | 方眼 | 普通 | ペン | |
| 69 | - | 21 | Design of 108A Bridge for city of Tokyo | Design of shoes | J.masuda | 19271001 | - | - | SN | 方眼 | 普通 | ペン | |
| 70 | - | 22 | Design of 108A Bridge for city of Tokyo | Design of shoes (続) | J.masuda | 19271002 | - | - | SN | 方眼 | 普通 | ペン | |
| 71 | - | 23 | Design of 108A Bridge for city of Tokyo | General dimension of Pier and Abutment | K.Inaba | 19271010 | - | - | SN | 方眼 | 普通 | ペン | |
| 72 | - | 24 | Design of 108A Bridge for city of Tokyo | General sketch of Pier | K.Inaba | 19271010 | - | - | SN | 方眼 | 普通 | ペン | |
| 73 | - | 25 | Design of 108A Bridge for city of Tokyo | General sketch of Abutment | K.Inaba | 19271010 | - | - | SN | 方眼 | 普通 | ペン | |
| 74 | - | 26 | Design of 108A Bridge for city of Tokyo | Design of Pier | K.Inaba | 19271011 | - | - | SN | 方眼 | 普通 | ペン | |
| 75 | - | 27 | Design of 108A Bridge for city of Tokyo | Stability of Pier shaft at Bottom, Design of Abutment | K.Inaba | 19271011 | - | - | SN | 方眼 | 普通 | ペン | |
| 76 | - | 28 | Design of 108A Bridge for city of Tokyo | Parapet wall, Stability of Abutment shaft | K.Inaba | 19271012 | - | - | SN | 方眼 | 普通 | ペン | |
| 77 | - | 29 | Design of 108A Bridge for city of Tokyo | Stability of Abutment shaft (続) | K.Inaba | 19271012 | - | - | SN | 方眼 | 普通 | ペン | |
| 78 | - | 30 | Design of 108A Bridge for city of Tokyo | Design of combined base for Abutment and Piers | K.Inaba | 19271013 | - | - | SN | 方眼 | 普通 | ペン | |
| 79 | - | 31 | Design of 108A Bridge for city of Tokyo | Design of combined base for Abutment and Piers (続) | K.Inaba | 19271014 | - | - | SN | 方眼 | 普通 | ペン | |
| 80 | - | 32 | Design of 108A Bridge for city of Tokyo | Design of combined base for Abutment and Piers (続) | K.Inaba | 19271014 | - | - | SN | 方眼 | 普通 | ペン | |
| 81 | - | 33 | Design of 108A Bridge for city of Tokyo | Design of combined base for Abutment and Piers (続) | K.Inaba | 19271014 | - | - | SN | 方眼 | 普通 | ペン | |
| 82 | - | 34 | Design of 108A Bridge for city of Tokyo | Design of combined base for Abutment and Piers (続) | K.Inaba | 19271015 | - | - | SN | 方眼 | 普通 | ペン | |
| 83 | - | 35 | Design of 108A Bridge for city of Tokyo | Design of combined base for Abutment and Piers (続), Design of Footing and Beams |
K.Inaba | 19271018 | - | - | SN | 方眼 | 普通 | ペン | |
| 84 | - | 36R | Design of 108A Bridge for city of Tokyo | Design of Footing and Beams (続) | K.Inaba | 19271105 | - | - | SN | 方眼 | 普通 | ペン | |
| 85 | - | 37R | Design of 108A Bridge for city of Tokyo | Design of Footing and Beams (続) | K.Inaba | 19271105 | - | - | SN | 方眼 | 普通 | ペン | |
| 86 | - | 38 | Design of 108A Bridge for city of Tokyo | Design of Wing wall, Stability of Shaft | K.Inaba | 19271024 | - | - | SN | 方眼 | 普通 | ペン | |
| 87 | - | 39 | Design of 108A Bridge for city of Tokyo | Stability of Bottom of shaft | K.Inaba | 19271024 | - | - | SN | 方眼 | 普通 | ペン | |
| 88 | - | 40 | Design of 108A Bridge for city of Tokyo | Stability of bottom of base | K.Inaba | 19271024 | - | - | SN | 方眼 | 普通 | ペン | |
| 89 | - | 41 | Design of 108A Bridge for city of Tokyo | Stability of bottom of base (続) | K.Inaba | 19271024 | - | - | SN | 方眼 | 普通 | ペン | |
| 90 | - | 42 | Design of 108A Bridge for city of Tokyo | Footing at toe | K.Inaba | 19271025 | - | - | SN | 方眼 | 普通 | ペン | |
| 91 | - | - | - | 主桁側面図 | - | - | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 92 | - | 36 | Design of 108A Bridge for city of Tokyo | Footing for Pier (Side span), Design of Beam between abutment and pier |
K.Inaba | 19271018 | - | - | SN | 方眼 | 普通 | ペン | 赤鉛筆で「参考」の記述 |
| 93 | - | 37 | Design of 108A Bridge for city of Tokyo | Design of Beam between abutment and pier (続) | K.Inaba | 19271019 | - | - | SN | 方眼 | 普通 | ペン | 赤鉛筆で「参考」の記述 |
| 94 | - | - | - | 側面図 | - | - | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 95 | - | 1 | 108A for Tokyo | Design of slab | J・M | 19270924 | - | - | SN | 方眼 | 普通 | 鉛筆 | 計算下書 |
| 96 | - | 2 | 108A for Tokyo | Design of slab (続) | - | - | - | - | SN | 方眼 | 普通 | 鉛筆 | 計算下書 |
| 97 | - | 3 | 108A | cross beam | - | - | - | - | SN | 方眼 | 普通 | 鉛筆 | 計算下書 |
| 98 | - | 4 | 108A | Outside girder | J・M | 19270925 | - | - | SN | 方眼 | 普通 | 鉛筆 | 計算下書 |
| 99 | - | 5 | 108A | weight of cantilever girder, Lateral Bracing | - | - | - | - | SN | 方眼 | 普通 | 鉛筆 | 計算下書 |
| 100 | - | 6 | 108A | Cantilever arm, Inside girder, Outside girder | - | 19270925 | - | - | SN | 方眼 | 普通 | 鉛筆 | 計算下書 |
| 101 | - | 7 | 108A Bridge | Anchor span | J・M | 19270925 | - | - | SN | 方眼 | 普通 | 鉛筆 | 計算下書 |
| 102 | - | 8 | 108A | Revised pan, cantilever arm | - | - | - | - | SN | 方眼 | 普通 | 鉛筆 | 計算下書 |
| 103 | - | 1 | - | Design of Wing wall (mass concrete) | Y・O | 19271022 | - | - | SN | 方眼 | 普通 | 鉛筆 | 青鉛筆で「wing 参考」の記述, ×印 |
| 104 | - | 2 | - | stability in normal case, stability during earthquake | - | - | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 105 | - | 3 | - | stability during earthquake (続) | - | - | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 106 | - | 4 | - | stability for normal state at bottom, stability during earthquake at bottom |
- | - | - | - | SN | 横 | 普通 | 鉛筆 | |
| 107 | - | 5 | - | stability during earthquake at bottom (続) | - | - | - | - | SN | 横 | 普通 | 鉛筆 | |
| 108 | - | - | 新 東京市一0八A橋応力計算書 | 表紙 | - | - | - | - | SN | 方眼 | 普通 | ペン | 標題の「新」は赤鉛筆書き |
| 109 | - | 1 | Design of 108A Bridge for city of Tokyo | 設計条件, Design of floor slab | J.masuda | 19280207 | - | - | SN | 方眼 | 普通 | ペン | |
| 110 | - | 2 | Design of 108A Bridge for city of Tokyo | Design of floor slab (続) | J.masuda | 19280210 | - | - | SN | 方眼 | 普通 | ペン | |
| 111 | - | 3 | Design of 108A Bridge for city of Tokyo | Design of cross beam | J.masuda | 19280210 | - | - | SN | 方眼 | 普通 | ペン | |
| 112 | - | 4 | Design of 108A Bridge for city of Tokyo | Design of cross beam (続) | J.masuda | 19280210 | - | - | SN | 方眼 | 普通 | ペン | |
| 113 | - | 5 | Design of 108A Bridge for city of Tokyo | Design of main girder | J.masuda | 19280211 | - | - | SN | 方眼 | 普通 | ペン | |
| 114 | - | 6 | Design of 108A Bridge for city of Tokyo | Design of main girder (続) | J.masuda | 19280211 | - | - | SN | 方眼 | 普通 | ペン | |
| 115 | - | 7 | Design of 108A Bridge for city of Tokyo | Design of main girder (続) | J.masuda | 19280211 | - | - | SN | 方眼 | 普通 | ペン | |
| 116 | - | 8 | Design of 108A Bridge for city of Tokyo | Design of main girder (続) | J.masuda | 19280212 | - | - | SN | 方眼 | 普通 | ペン | |
| 117 | - | 9 | Design of 108A Bridge for city of Tokyo | Design of main girder (続) | J.masuda | 19280212 | - | - | SN | 方眼 | 普通 | ペン | |
| 118 | - | 10 | Design of 108A Bridge for city of Tokyo | Design of main girder (続) | J.masuda | 19280212 | - | - | SN | 方眼 | 普通 | ペン | |
| 119 | - | 11 | Design of 108A Bridge for city of Tokyo | Design of side span with cantilever arm | J.masuda | 19280213 | - | - | SN | 方眼 | 普通 | ペン | |
| 120 | - | 12 | Design of 108A Bridge for city of Tokyo | Design of side span with cantilever arm (続) | J.masuda | 19280213 | - | - | SN | 方眼 | 普通 | ペン | |
| 121 | - | 13 | Design of 108A Bridge for city of Tokyo | Design of side span with cantilever arm (続) | J.masuda | 19280213 | - | - | SN | 方眼 | 普通 | ペン | |
| 122 | - | 14 | Design of 108A Bridge for city of Tokyo | Design of side span with cantilever arm (続) | J.masuda | 19280213 | - | - | SN | 方眼 | 普通 | ペン | |
| 123 | - | 15 | Design of 108A Bridge for city of Tokyo | Design of side span with cantilever arm (続) | J.masuda | 19280213 | - | - | SN | 方眼 | 普通 | ペン | |
| 124 | - | 16 | Design of 108A Bridge for city of Tokyo | Design of side span with cantilever arm (続) | J.masuda | 19280213 | - | - | SN | 方眼 | 普通 | ペン | |
| 125 | - | 17 | Design of 108A Bridge for city of Tokyo | Design of side span with cantilever arm (続) | J.masuda | 19280213 | - | - | SN | 方眼 | 普通 | ペン | |
| 126 | - | 18 | Design of 108A Bridge for city of Tokyo | Design of side span with cantilever arm (続) | J.masuda | 19280213 | - | - | SN | 方眼 | 普通 | ペン | |
| 127 | - | 19 | Design of 108A Bridge for city of Tokyo | Design of side span with cantilever arm (続) | J.masuda | 19280214 | - | - | SN | 方眼 | 普通 | ペン | |
| 128 | - | 20 | Design of 108A Bridge for city of Tokyo | Design of side span with cantilever arm (続) | J.masuda | 19280214 | - | - | SN | 方眼 | 普通 | ペン | |
| 129 | - | 21 | Design of 108A Bridge for city of Tokyo | Design of side span with cantilever arm (続) | J.masuda | 19280214 | - | - | SN | 方眼 | 普通 | ペン | |
| 130 | - | 22 | Design of 108A Bridge for city of Tokyo | Design of side span with cantilever arm (続) | J.masuda | 19280214 | - | - | SN | 方眼 | 普通 | ペン | |
| 131 | - | 23 | Design of 108A Bridge for city of Tokyo | Design of side span with cantilever arm (続) | J.masuda | 19280214 | - | - | SN | 方眼 | 普通 | ペン | |
| 132 | - | 24 | Design of 108A Bridge for city of Tokyo | Design of side span with cantilever arm (続) | J.masuda | 19280214 | - | - | SN | 方眼 | 普通 | ペン | |
| 133 | - | 25 | Design of 108A Bridge for city of Tokyo | Design of side span with cantilever arm (続) | J.masuda | 19280214 | - | - | SN | 方眼 | 普通 | ペン | |
| 134 | - | 26 | Design of 108A Bridge for city of Tokyo | Design of side span with cantilever arm (続) | J.masuda | 19280214 | - | - | SN | 方眼 | 普通 | ペン | |
| 135 | - | 27 | 108A Bridge for city of Tokyo | Design of substructures | K.Inaba | 19280216 | - | - | SE | 方眼 | 普通 | ペン | |
| 136 | - | 28 | 108A Bridge for city of Tokyo | Sketch for Abutment and Pier | K.Inaba | 19280217 | - | - | SE | 方眼 | 普通 | ペン | |
| 137 | - | 29 | 108A Bridge for city of Tokyo | Design of Pier, Design of Abutment, Parapet wall | K.Inaba | 19280217 | - | - | SE | 方眼 | 普通 | ペン | |
| 138 | - | 30 | 108A Bridge for city of Tokyo | Parapet wall, Shaft | K.Inaba | 19280218 | - | - | SE | 方眼 | 普通 | ペン | |
| 139 | - | 31 | 108A Bridge for city of Tokyo | Shaft (続) | K.Inaba | 19280218 | - | - | SE | 方眼 | 普通 | ペン | |
| 140 | - | 32 | 108A Bridge for city of Tokyo | Design of Combined footing for Pier and Abutment | K.Inaba | 19280220 | - | - | SE | 方眼 | 普通 | ペン | |
| 141 | - | 33 | 108A Bridge for city of Tokyo | Design of Combined footing for Pier and Abutment (続) | K.Inaba | 19280220 | - | - | SE | 方眼 | 普通 | ペン | |
| 142 | - | 34 | - | Design of Combined footing for Pier and Abutment (続) | K.Inaba | 19280221 | - | - | SE | 方眼 | 普通 | ペン | |
| 143 | - | 35 | - | Design of Combined footing for Pier and Abutment (続) | K・I | 19280222 | - | - | SE | 方眼 | 普通 | ペン | |
| 144 | - | 36 | - | Design of Combined footing for Pier and Abutment (続) | - | 19280222 | - | - | SE | 方眼 | 普通 | ペン | |
| 145 | - | 37 | - | Design of Combined footing for Pier and Abutment (続) | - | 19280222 | - | - | SE | 方眼 | 普通 | ペン | |
| 146 | - | 38 | - | Design of Combined footing for Pier and Abutment (続) | - | 19280223 | - | - | SE | 方眼 | 普通 | ペン | |
| 147 | - | 39 | - | Design of Combined footing for Pier and Abutment (続) | - | 19280223 | - | - | SE | 方眼 | 普通 | ペン | |
| 148 | - | 40 | - | Design of Combined footing for Pier and Abutment (続) | - | 19280224 | - | - | SE | 方眼 | 普通 | ペン | |
| 149 | - | - | Design of 108A Bridge for city of Tokyo | Design of Wing wall, Stability of Shaft, Stability of wall at bottom of Base |
K.Inaba | 19280305 | - | - | SE | 方眼 | 普通 | ペン | |
| 150 | - | - | 昭和三年一月 東京市四一D新架橋設計々算書 増田橋梁事務所 |
表紙 | - | - | - | - | SN | 方眼 | 普通 | ペン | |
| 151 | - | 1 | Design of 41D Bridge for city of Tokyo | 設計条件, Design of Floor slab | J.masuda | 19271230 | - | - | SN | 方眼 | 普通 | ペン | |
| 152 | - | 2 | Design of 41D Bridge for city of Tokyo | Design of floor slab (続) | J.masuda | 19271230 | - | - | SN | 方眼 | 普通 | ペン | |
| 153 | - | 3 | Design of 41D Bridge for city of Tokyo | Design of floor slab (続) | J.masuda | 19271231 | - | - | SN | 方眼 | 普通 | ペン | |
| 154 | - | 4 | Design of 41D Bridge for city of Tokyo | Design of stringer | J.masuda | 19271231 | - | - | SN | 方眼 | 普通 | ペン | |
| 155 | - | 5 | Design of 41D Bridge for city of Tokyo | Design of stringer (続) | J.masuda | 19271231 | - | - | SN | 方眼 | 普通 | ペン | |
| 156 | - | 6 | Design of 41D Bridge for city of Tokyo | Design of Fascia Girder, Dead Load on Cantilever Bracket and Floor Beam between trusses | J.masuda | 19271231 | - | - | SN | 方眼 | 普通 | ペン | |
| 157 | - | 7 | Design of 41D Bridge for city of Tokyo | Dead Load on Cantilever Bracket and Floor Beam between trusses (続) | J.masuda | 19271231 | - | - | SN | 方眼 | 普通 | ペン | |
| 158 | - | 8 | Design of 41D Bridge for city of Tokyo | Summary for Dead Load moment and shear, Live Load moment and shear for Cantilever Bracket |
J.masuda | 19280101 | - | - | SN | 方眼 | 普通 | ペン | |
| 159 | - | 9 | Design of 41D Bridge for city of Tokyo | Live Load moment and shear for cross beam, Summary for Live Load moment (Cross Beam) |
J.masuda | 19280101 | - | - | SN | 方眼 | 普通 | ペン | |
| 160 | - | 10 | Design of 41D Bridge for city of Tokyo | 主桁の応力図 | J.masuda | 19280101 | - | - | SN | 方眼 | 普通 | ペン | |
| 161 | - | 11 | Design of 41D Bridge for city of Tokyo | Section of floor beam between trusses, Section of Cantilever Bracket, Approximate weight of Floor Beam between trusses, Approximate weight of Cantilever Bracket | J.masuda | 19280102 | - | - | SN | 方眼 | 普通 | ペン | |
| 162 | - | 12 | Design of 41D Bridge for city of Tokyo | End floor Beam and Cantilever Bracket | J.masuda | 19280101 | - | - | SN | 方眼 | 普通 | ペン | |
| 163 | - | 13 | Design of 41D Bridge for city of Tokyo | Bottom Lateral Bracing between trusses | J.masuda | 19280102 | - | - | SN | 方眼 | 普通 | ペン | |
| 164 | - | 14 | Design of 41D Bridge for city of Tokyo | Lateral Bracing under sidewalk slab, Top Lateral Bracings | J.masuda | 19280102 | - | - | SN | 方眼 | 普通 | ペン | |
| 165 | - | 15 | Design of 41D Bridge for city of Tokyo | Approximate weight of top lateral bracing and longitudinal strut, Details of sway Bracing and approximate weight, Approximate weight of sway bracing | J.masuda | 19280103 | - | - | SN | 方眼 | 普通 | ペン | |
| 166 | - | 16 | Design of 41D Bridge for city of Tokyo | Details of Portal Bracing and approximate weight | J.masuda | 19280103 | - | - | SN | 方眼 | 普通 | ペン | |
| 167 | - | 17 | Design of 41D Bridge for city of Tokyo | Dead Load on truss, Structural steel in Bridge | J.masuda | 19280103 | - | - | SN | 方眼 | 普通 | ペン | |
| 168 | - | 18 | Design of 41D Bridge for city of Tokyo | Dead Load stresses of truss | J.masuda | 19280104 | - | - | SN | 方眼 | 普通 | ペン | |
| 169 | - | 19 | Design of 41D Bridge for city of Tokyo | Live Load stress of truss members | J.masuda K.Inaba | 19280104 | - | - | SN | 方眼 | 普通 | ペン | |
| 170 | - | 20 | Design of 41D Bridge for city of Tokyo | Live Load stress of truss members (続) | K.Inaba | 19280104 | - | - | SN | 方眼 | 普通 | ペン | |
| 171 | - | 21 | Design of 41D Bridge for city of Tokyo | Live Load for max shear | K.Inaba | 19280104 | - | - | SN | 方眼 | 普通 | ペン | |
| 172 | - | 22 | Design of 41D Bridge for city of Tokyo | Section of top chord | K.Inaba | 19280104 | - | - | SN | 方眼 | 普通 | ペン | |
| 173 | - | 23 | Design of 41D Bridge for city of Tokyo | Stress and sections of truss | J.masuda | 19280104 | - | - | SN | 方眼 | 普通 | ペン | |
| 174 | - | 24 | Design of 41D Bridge for city of Tokyo | End post | J.masuda | 19280104 | - | - | SN | 方眼 | 普通 | ペン | |
| 175 | - | 25 | Design of 41D Bridge for city of Tokyo | Load on Bearing | J.masuda | 19280104 | - | - | SN | 方眼 | 普通 | ペン | |
| 176 | - | 26 | Design of 41D Bridge for city of Tokyo | Deflection of truss | J.masuda | - | - | - | SN | 方眼 | 普通 | ペン | |
| 177 | - | 27 | Design of 41D Bridge for city of Tokyo | Design of Abutment, Parapet wall | K.Inaba | 19280112 | - | - | SN | 方眼 | 普通 | ペン | |
| 178 | - | 28 | Design of 41D Bridge for city of Tokyo | Curtain wall | K.Inaba | 19280112 | - | - | SN | 方眼 | 普通 | ペン | |
| 179 | - | 29 | Design of 41D Bridge for city of Tokyo | Counterfort wall at Center | K.Inaba | 19280113 | - | - | SN | 方眼 | 普通 | ペン | |
| 180 | - | 30 | Design of 41D Bridge for city of Tokyo | Counterfort wall at Center (続) | K.Inaba | 19280113 | - | - | SN | 方眼 | 普通 | ペン | |
| 181 | - | 31 | Design of 41D Bridge for city of Tokyo | Counterfort wall under Truss shoes | K.Inaba | 19280114 | - | - | SN | 方眼 | 普通 | ペン | |
| 182 | - | 32 | Design of 41D Bridge for city of Tokyo | Counterfort wall under Truss shoes (続) | K.Inaba | 19280114 | - | - | SN | 方眼 | 普通 | ペン | |
| 183 | - | 33 | Design of 41D Bridge for city of Tokyo | Design of Foundation of Abutment, Stability of Abutment | K.Inaba | 19280114 | - | - | SN | 方眼 | 普通 | ペン | |
| 184 | - | 34 | 41D Bridge for city of Tokyo | Revised Calculation for Abutment | K・I | 19280201 | - | - | SN | 方眼 | 普通 | ペン | |
| 185 | - | 35 | Design of 41D Bridge for city of Tokyo | Revised Calculation for Abutment (続) | K.Inaba | 19280115 | - | - | SN | 方眼 | 普通 | ペン | |
| 186 | - | 36 | Design of 41D Bridge for city of Tokyo | Revised Calculation for Abutment (続) | K.Inaba | 19280116 | - | - | SN | 方眼 | 普通 | ペン | |
| 187 | - | 37 | Design of 41D Bridge for city of Tokyo | Design of Wingwall, Stability of bottom of base | - | - | - | - | SN | 方眼 | 普通 | ペン | |
| 188 | - | 38 | Design of 41D Bridge for city of Tokyo | Design of Retaining wall | - | - | - | - | SN | 方眼 | 普通 | ペン | |