増田淳氏関係資料 設計計算書
10. 秋ヶ瀬橋 (PDF/78MB)
| 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 | - | - | 昭和八年十二月 埼玉県 府県道浦和所沢線 秋ヶ瀬橋設計々算書（下部工事） |
表紙 | - | - | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 2 | - | 1 | Design of Akigase-Bashi for Saitama-ken | 設計条件 | J･M | 19331202 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 3 | - | 2 | Design of Akigase-Bashi for Saitama-ken | 設計条件 | J.masuda | 19331203 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 4 | - | 3 | Akigase-Bashi for Saitama-ken | Design of Reinforced Concrete substructure, Approximate Dead Load of Bridge |
K.Inaba | 19331016 | H.T | 19331020 | SJ | 方眼 | 透明 | 鉛筆 | |
| 5 | - | 4 | Akigase-Bashi for Saitama-ken | Design of Piers for girder span | K.Inaba | 19331016 | H.T | 19331020 | SJ | 方眼 | 透明 | 鉛筆 | |
| 6 | - | 5 | Akigase-Bashi for Saitama-ken | General sketch of pier for girder span | K.Inaba | 19331016 | H.T | 19331020 | SJ | 方眼 | 透明 | 鉛筆 | |
| 7 | - | 6 | Akigase-Bashi for Saitama-ken | Stability of pier | K.Inaba | 19331017 | H.T | 19331021 | SJ | 方眼 | 透明 | 鉛筆 | |
| 8 | - | 7 | Akigase-Bashi for Saitama-ken | Seismic stress in shaft of Bottom section, Seismic stress in shaft at section 6m below top |
K.Inaba | 19331017 | H.T | 19331021 | SJ | 方眼 | 透明 | 鉛筆 | |
| 9 | - | 8 | Akigase-Bashi for Saitama-ken | Stress in footing, Longitudinal reinforcements in base | K.Inaba | 19331017 | H.T | 19331023 | SJ | 方眼 | 透明 | 鉛筆 | |
| 10 | - | 9 | Akigase-Bashi for Saitama-ken | Design of Pier for Truss span PT2 | K.Inaba | 19331018 | H.T | 19331023 | SJ | 方眼 | 透明 | 鉛筆 | |
| 11 | - | 10 | Akigase-Bashi for Saitama-ken | General sketch of Pier PT2 for Truss span | K.Inaba | 19331018 | H.T | 19331023 | SJ | 方眼 | 透明 | 鉛筆 | |
| 12 | - | 11 | Akigase-Bashi for Saitama-ken | Stability of pier | K.Inaba | 19331018 | H.T | 19331023 | SJ | 方眼 | 透明 | 鉛筆 | |
| 13 | - | 12 | Akigase-Bashi for Saitama-ken | Seismic stress in shaft of Bottom section, Seismic stress in shaft at section 6m below top |
K.Inaba | 19331018 | H.T | 19331023 | SJ | 方眼 | 透明 | 鉛筆 | |
| 14 | - | 13 | Akigase-Bashi for Saitama-ken | Stress in footing, Longitudinal reinforcements in base | K.Inaba | 19331019 | H.T | 19331023 | SJ | 方眼 | 透明 | 鉛筆 | |
| 15 | - | 14 | Akigase-Bashi for Saitama-ken | Design of Pier PT4 for truss span | K.Inaba | 19331019 | H.T | 19331120 | SJ | 方眼 | 透明 | 鉛筆 | |
| 16 | - | 15R | Akigase-Bashi for Saitama-ken | General sketch of Pier PT4 for River span | K.Inaba | 19331115 | H.T | 19331120 | SJ | 方眼 | 透明 | 鉛筆 | |
| 17 | - | 16R | Akigase-Bashi for Saitama-ken | weight and center of gravity of several sections of well | K.Inaba | 19331115 | H.T | 19331120 | SJ | 方眼 | 透明 | 鉛筆 | |
| 18 | - | 17R | Akigase-Bashi for Saitama-ken | weight and center of gravity of several sections of well (続) | K.Inaba | 19331115 | H.T | 19331120 | SJ | 方眼 | 透明 | 鉛筆 | |
| 19 | - | 18R | Akigase-Bashi for Saitama-ken | Seismic stress in shaft of Bottom section, Seismic stress in shaft at section 6m below top |
K.Inaba | 19331115 | H.T | 19331121 | SJ | 方眼 | 透明 | 鉛筆 | |
| 20 | - | 19R | Akigase-Bashi for Saitama-ken | Design of well, Temporary earth pressure on well during sinking execution |
K.Inaba | 19331115 | H.T | 19331121 | SJ | 方眼 | 透明 | 鉛筆 | |
| 21 | - | 20R | Akigase-Bashi for Saitama-ken | Spacing Diagram of horizontal reinforcements in side walls | K.Inaba | 19331116 | H.T | 19331121 | SJ | 方眼 | 透明 | 鉛筆 | |
| 22 | - | 21R | Akigase-Bashi for Saitama-ken | Stability of pier | K.Inaba | 19331116 | H.T | 19331121 | SJ | 方眼 | 透明 | 鉛筆 | |
| 23 | - | 22R | Akigase-Bashi for Saitama-ken | Seismic earth pressure on each section of well | K.Inaba | 19331116 | H.T | 19331121 | SJ | 方眼 | 透明 | 鉛筆 | |
| 24 | - | 23R | Akigase-Bashi for Saitama-ken | Moments at several sections of well during earthquake | K.Inaba | 19331116 | H.T | 19331121 | SJ | 方眼 | 透明 | 鉛筆 | |
| 25 | - | 24R | Akigase-Bashi for Saitama-ken | Moments, shears and direct load diagram of well, Vertical reinforcements in the well |
K.Inaba | 19331117 | H.T | 19331121 | SJ | 方眼 | 透明 | 鉛筆 | |
| 26 | - | 25R | Akigase-Bashi for Saitama-ken | Vertical reinforcements in the well (続) | K.Inaba | 19331117 | H.T | 19331121 | SJ | 方眼 | 透明 | 鉛筆 | |
| 27 | - | 27 | Akigase-Bashi for Saitama-ken | Design of Abutment AG for girder span | K.Inaba | 19331024 | H.T | 19331026 | SJ | 方眼 | 透明 | 鉛筆 | 「P26欠」の記述 |
| 28 | - | 28R | Akigase-Bashi for Saitama-ken | General sketch of abutment for girder span AG | K.Inaba | 19331030 | H.T | 19331101 | SJ | 方眼 | 透明 | 鉛筆 | |
| 29 | - | 29 | Akigase-Bashi for Saitama-ken | Design of Parapet wall, Design of wing wall | K.Inaba | 19331025 | H.T | 19331026 | SJ | 方眼 | 透明 | 鉛筆 | |
| 30 | - | 30R | Akigase-Bashi for Saitama-ken | Design of Cantilever wall | K.Inaba | 19331030 | H.T | 19331101 | SJ | 方眼 | 透明 | 鉛筆 | |
| 31 | - | 31R | Akigase-Bashi for Saitama-ken | Design of Counterfort wall CA at center | K.Inaba | 19331031 | H.T | 19331101 | SJ | 方眼 | 透明 | 鉛筆 | |
| 32 | - | 32R | Akigase-Bashi for Saitama-ken | Reinforcement in Counterfort wall CA | K.Inaba | 19331031 | H.T | 19331102 | SJ | 方眼 | 透明 | 鉛筆 | |
| 33 | - | 33R | Akigase-Bashi for Saitama-ken | Design of Counterfort wall at both end CB | K.Inaba | 19331031 | H.T | 19331102 | SJ | 方眼 | 透明 | 鉛筆 | |
| 34 | - | 34R | Akigase-Bashi for Saitama-ken | Design of Counterfort wall at both end CB (続) | K.Inaba | 19331104 | H.T | 19331107 | SJ | 方眼 | 透明 | 鉛筆 | |
| 35 | - | 35R | Akigase-Bashi for Saitama-ken | Reinforcement in Counterfort wall CB | K.Inaba | 19331104 | H.T | 19331107 | SJ | 方眼 | 透明 | 鉛筆 | |
| 36 | - | 36R | Akigase-Bashi for Saitama-ken | Stability of Abutment | K.Inaba | 19331104 | H.T | 19331108 | SJ | 方眼 | 透明 | 鉛筆 | |
| 37 | - | 37R | Akigase-Bashi for Saitama-ken | Stability of Abutment (続) | K.Inaba | 19331104 | H.T | 19331108 | SJ | 方眼 | 透明 | 鉛筆 | |
| 38 | - | 38R | Akigase-Bashi for Saitama-ken | Design of Cantilever footing at toe | K.Inaba | 19331106 | H.T | 19331108 | SJ | 方眼 | 透明 | 鉛筆 | |
| 39 | - | 39R | Akigase-Bashi for Saitama-ken | Design of Cantilever footing at toe (続) | K.Inaba | 19331106 | H.T | 19331108 | SJ | 方眼 | 透明 | 鉛筆 | |
| 40 | - | 40R | Akigase-Bashi for Saitama-ken | Design of Rear footing | K.Inaba | 19331106 | H.T | 19331108 | SJ | 方眼 | 透明 | 鉛筆 | |
| 41 | - | 41R | Akigase-Bashi for Saitama-ken | General arrangement of Reinforcements in Abutment | K.Inaba | 19331106 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 42 | - | - | 昭和九年四月 埼玉県 府県道浦和所沢線 秋ヶ瀬橋下部工事変更設計々算書 鋼鈑桁橋脚ＰＧ0及ＰＧ1, 鋼構桁橋脚ＰＴ2, ＰＴ3及ＰＴ4 |
表紙 | - | - | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 43 | - | 10R | Akigase-Bashi for Saitama-ken | General sketch of Pier PT2 for Truss span | K.Inaba | 19340113 | M.J | 19340224 | SJ | 方眼 | 透明 | 鉛筆 | |
| 44 | - | 11R | Akigase-Bashi for Saitama-ken | Stability of Pier | K.Inaba | 19340113 | M.J | 19340224 | SJ | 方眼 | 透明 | 鉛筆 | |
| 45 | - | 12R | Akigase-Bashi for Saitama-ken | Seismic stress in shaft of Bottom section, Seismic stress in shaft at section 6.0m below top |
K.Inaba | 19340113 | M.J | 19340224 | SJ | 方眼 | 透明 | 鉛筆 | |
| 46 | - | 13R | Akigase-Bashi for Saitama-ken | Stress in footing, Longitudinal reinforcements in base | K.Inaba | 19340113 | M.J | 19340224 | SJ | 方眼 | 透明 | 鉛筆 | |
| 47 | - | 14R | Akigase-Bashi for Saitama-ken | Design of truss pier PT4, Design of PT3, Design of Girder Pier PG0 and PG1 |
K.Inaba | 19340429 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 48 | - | - | 昭和九年四月 埼玉県 府県道浦和所沢線 秋ヶ瀬橋設計々算書（上部工事） |
表紙 | - | - | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 49 | - | 1 | Design of superstructure of Akigase-Bashi for Saitama-ken | 設計条件 | J.masuda | 19340429 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 50 | - | 2 | Design of superstructure of Akigase-Bashi for Saitama-ken | 設計条件 | J.masuda | 19340429 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 51 | - | 3 | Akigase-Bashi for Saitama-ken | Design of Floor construction, Design of Floor slab | K.Inaba | 19331106 | H.T | 19331116 | SJ | 方眼 | 透明 | 鉛筆 | |
| 52 | - | 4 | Akigase-Bashi for Saitama-ken | Design of Floor slab (続) | K.Inaba | 19331107 | H.T | 19331116 | SJ | 方眼 | 透明 | 鉛筆 | |
| 53 | - | 5 | Akigase-Bashi for Saitama-ken | Design of Floor slab (続) | K.Inaba | 19331107 | H.T | 19331116 | SJ | 方眼 | 透明 | 鉛筆 | |
| 54 | - | 6 | Akigase-Bashi for Saitama-ken | Design of Structural steel parts for Girder span, Design of I-beam stringer, Design of Intermediate floor beam |
K.Inaba | 19331107 | H.T | 19331116 | SJ | 方眼 | 透明 | 鉛筆 | |
| 55 | - | 7 | Akigase-Bashi for Saitama-ken | Design of Intermediate floor beam (続) | K.Inaba | 19331107 | H.T | 19331116 | SJ | 方眼 | 透明 | 鉛筆 | |
| 56 | - | 8 | Akigase-Bashi for Saitama-ken | Design of End floor beam | K.Inaba | 19331111 | H.T | 19331116 | SJ | 方眼 | 透明 | 鉛筆 | |
| 57 | - | 9 | Akigase-Bashi for Saitama-ken | Design of Lateral Bracings | K.Inaba | 19331111 | H.T | 19331116 | SJ | 方眼 | 透明 | 鉛筆 | |
| 58 | - | 10 | Akigase-Bashi for Saitama-ken | Design of main girders | K.Inaba | 19331113 | H.T | 19331116 | SJ | 方眼 | 透明 | 鉛筆 | |
| 59 | - | 11 | Akigase-Bashi for Saitama-ken | Design of main girders (続) | K.Inaba | 19331113 | H.T | 19331117 | SJ | 方眼 | 透明 | 鉛筆 | |
| 60 | - | 12 | Akigase-Bashi for Saitama-ken | Section of main girder | K.Inaba | 19331113 | H.T | 19331117 | SJ | 方眼 | 透明 | 鉛筆 | |
| 61 | - | 13 | Akigase-Bashi for Saitama-ken | Design of Structural steel parts for Truss span, Design of inside stringer |
K.Inaba | 19331113 | H.T | 19331117 | SJ | 方眼 | 透明 | 鉛筆 | |
| 62 | - | 14 | Akigase-Bashi for Saitama-ken | Design of Outside stringer, Design of Intermediate Floor Beam | K.Inaba | 19331113 | H.T | 19331117 | SJ | 方眼 | 透明 | 鉛筆 | |
| 63 | - | 15 | Akigase-Bashi for Saitama-ken | Design of Intermediate Floor Beam (続) | K.Inaba | 19331114 | H.T | 19331117 | SJ | 方眼 | 透明 | 鉛筆 | |
| 64 | - | 16 | Akigase-Bashi for Saitama-ken | Design of End floor beam | K.Inaba | 19331114 | H.T | 19331117 | SJ | 方眼 | 透明 | 鉛筆 | |
| 65 | - | 17 | Akigase-Bashi for Saitama-ken | Design of Lateral bracings | K.Inaba | 19331114 | T･H | 19331117 | SJ | 方眼 | 透明 | 鉛筆 | |
| 66 | - | 18 | Akigase-Bashi for Saitama-ken | Design of Main truss for simple span and suspended span | K.Inaba | 19331202 | M.J | 19331210 | SJ | 方眼 | 透明 | 鉛筆 | |
| 67 | - | 19 | Akigase-Bashi for Saitama-ken | Design of Main truss for simple span and suspended span (続) | K.Inaba | 19331202 | M.J | 19331210 | SJ | 方眼 | 透明 | 鉛筆 | |
| 68 | - | 20 | Akigase-Bashi for Saitama-ken | Design of Main truss for simple span and suspended span (続), 応力図 |
K.Inaba | 19331202 | M.J | 19331210 | SJ | 方眼 | 透明 | 鉛筆 | |
| 69 | - | 21 | Akigase-Bashi for Saitama-ken | Section of truss members | K.Inaba | 19331202 | M.J | 19331210 | SJ | 方眼 | 透明 | 鉛筆 | |
| 70 | - | 22 | Akigase-Bashi for Saitama-ken | Resistance to buckling of top chord | K.Inaba | 19331204 | M.J | 19331210 | SJ | 方眼 | 透明 | 鉛筆 | |
| 71 | - | 23 | Akigase-Bashi for Saitama-ken | Deflection of the truss at center of span | K.Inaba | 19331204 | M.J | 19331212 | SJ | 方眼 | 透明 | 鉛筆 | |
| 72 | - | 24 | Akigase-Bashi for Saitama-ken | Approximate weight of structural steel for main truss | K.Inaba | 19331204 | M.J | 19331212 | SJ | 方眼 | 透明 | 鉛筆 | |
| 73 | - | 25 | Akigase-Bashi for Saitama-ken | Design of Main truss for Anchor span with cantilever arm | K.Inaba | 19331205 | M.J | 19331206 | SJ | 方眼 | 透明 | 鉛筆 | |
| 74 | - | 26 | Akigase-Bashi for Saitama-ken | Stress of each member for unit load at each panel point | K.Inaba | 19331206 | M.J | 19331220 | SJ | 方眼 | 透明 | 鉛筆 | |
| 75 | - | 27 | Akigase-Bashi for Saitama-ken | Stress of each member for unit load at each panel point (続) | K.Inaba | 19331206 | M.J | 19331220 | SJ | 方眼 | 透明 | 鉛筆 | |
| 76 | - | 28 | Akigase-Bashi for Saitama-ken | Stress of each member for unit load at each panel point (続) | K.Inaba | 19331206 | M.J | 19331220 | SJ | 方眼 | 透明 | 鉛筆 | |
| 77 | - | 29 | Akigase-Bashi for Saitama-ken | Influence surface of Top chord members, Influence surface of Bottom chord members |
K.Inaba | 19331208 | M.J | 19331220 | SJ | 方眼 | 透明 | 鉛筆 | |
| 78 | - | 30 | Akigase-Bashi for Saitama-ken | Influence surface of Diagonal members | K.Inaba | 19331212 | M.J | 19331220 | SJ | 方眼 | 透明 | 鉛筆 | |
| 79 | - | 31 | Akigase-Bashi for Saitama-ken | Influence surface of Vertical members, Influence surface of Reactions R1 and R2 |
K.Inaba | 19331212 | M.J | 19331220 | SJ | 方眼 | 透明 | 鉛筆 | |
| 80 | - | 32 | Akigase-Bashi for Saitama-ken | Influence Diagram of Top chord members | K.Inaba | 19331212 | M.J | 19331220 | SJ | 方眼 | 透明 | 鉛筆 | |
| 81 | - | 33 | Akigase-Bashi for Saitama-ken | Influence Diagram of Bottom chord members | K.Inaba | 19311212 | M.J | 19331220 | SJ | 方眼 | 透明 | 鉛筆 | |
| 82 | - | 34 | Akigase-Bashi for Saitama-ken | Influence Diagram of Diagonal members | K.Inaba | 19331208 | M.J | 19331220 | SJ | 方眼 | 透明 | 鉛筆 | |
| 83 | - | 35 | Akigase-Bashi for Saitama-ken | Influence Diagram of Vertical members | K.Inaba | 19331212 | M.J | 19331220 | SJ | 方眼 | 透明 | 鉛筆 | |
| 84 | - | 36 | Akigase-Bashi for Saitama-ken | Panel Loads on one truss | K.Inaba | 19331212 | M.J | 19331221 | SJ | 方眼 | 透明 | 鉛筆 | |
| 85 | - | 37 | Akigase-Bashi for Saitama-ken | Maximum and minimum stress in each member | K.Inaba | 19331213 | M.J | 19331221 | SJ | 方眼 | 透明 | 鉛筆 | |
| 86 | - | 38 | Akigase-Bashi for Saitama-ken | Maximum and minimum stress in each member (続) | K.Inaba | 19331215 | M.J | 19331221 | SJ | 方眼 | 透明 | 鉛筆 | |
| 87 | - | 39 | Akigase-Bashi for Saitama-ken | Stress diagram | K.Inaba | 19331215 | M.J | 19331221 | SJ | 方眼 | 透明 | 鉛筆 | |
| 88 | - | 40 | Akigase-Bashi for Saitama-ken | Stress diagram (続) | K.Inaba | 19331215 | M.J | 19331221 | SJ | 方眼 | 透明 | 鉛筆 | |
| 89 | - | 41 | Akigase-Bashi for Saitama-ken | Top chord, Bottom chord, Diagonals | K.Inaba | 19331215 | M.J | 19331221 | SJ | 方眼 | 透明 | 鉛筆 | |
| 90 | - | 42 | Akigase-Bashi for Saitama-ken | Approximate weight of structural steel for main truss | K.Inaba | 19331216 | M.J | 19340117 | SJ | 方眼 | 透明 | 鉛筆 | |
| 91 | - | 43 | Akigase-Bashi for Saitama-ken | Design of Lateral Bracings | K.Inaba | 19331216 | M.J | 19340117 | SJ | 方眼 | 透明 | 鉛筆 | |
| 92 | - | 44 | Akigase-Bashi for Saitama-ken | Design of Lateral Bracings (続) | K.Inaba | 19331216 | M.J | 19340117 | SJ | 方眼 | 透明 | 鉛筆 | |
| 93 | - | 45 | Akigase-Bashi for Saitama-ken | Deflection of the truss at several panel point | K.Inaba | 19331216 | M.J | 19340117 | SJ | 方眼 | 透明 | 鉛筆 | |
| 94 | - | 46 | Akigase-Bashi for Saitama-ken | Live Load deflection for Partial loading | K.Inaba | 19331218 | M.J | 19340118 | SJ | 方眼 | 透明 | 鉛筆 | |
| 95 | - | 47 | Akigase-Bashi for Saitama-ken | Summary of Deflection at several points for several load manners | K.Inaba | 19331219 | M.J | 19340118 | SJ | 方眼 | 透明 | 鉛筆 | |
| 96 | - | 48 | Akigase-Bashi for Saitama-ken | Deflection Diagram of several loadings | K.Inaba | 19331219 | M.J | 19340118 | SJ | 方眼 | 透明 | 鉛筆 | |
| 97 | - | 49 | 15 meter girder span | CROSS SECTION OF BRIDGE Scale 1:30 | K.Inaba | 19340222 | M.J | 19340401 | SJ | 方眼 | 透明 | 鉛筆 | |
| 98 | - | 50 | 15 meter girder span | Design of Lateral Bracings | K.Inaba | 19340222 | M.J | 19340401 | SJ | 方眼 | 透明 | 鉛筆 | |
| 99 | - | 51 | 15 meter girder span | Design of main girders | K.Inaba | 19340222 | M.J | 19340401 | SJ | 方眼 | 透明 | 鉛筆 | |
| 100 | - | 52 | 15 meter girder span | Design of main girders (続) | K.Inaba | 19340223 | M.J | 19340401 | SJ | 方眼 | 透明 | 鉛筆 | |
| 101 | - | 53 | 15 meter girder span | Summary of moments, end shear and load on shoe | K.Inaba | 19340223 | M.J | 19340401 | SJ | 方眼 | 透明 | 鉛筆 | |
| 102 | - | 54 | 15 meter girder span | Section of main girder | K.Inaba | 19340223 | M.J | 19340401 | SJ | 方眼 | 透明 | 鉛筆 | |
| 103 | - | 55 | Akigase-Bashi for Saitama-ken | Design of wooden beam span, Design of Timber floor slab | K.Inaba | 19340130 | M.J | 19340219 | SJ | 方眼 | 透明 | 鉛筆 | |
| 104 | - | 56 | Akigase-Bashi for Saitama-ken | Design of Timber floor slab (続), Design of main beam | K.Inaba | 19340131 | M.J | 19340219 | SJ | 方眼 | 透明 | 鉛筆 | |
| 105 | - | 57 | Akigase-Bashi for Saitama-ken | Design of pier | K.Inaba | 19340131 | M.J | 19340219 | SJ | 方眼 | 透明 | 鉛筆 | |
| 106 | - | 58 | Akigase-Bashi for Saitama-ken | Design of pier (続) | K.Inaba | 19340131 | M.J | 19340219 | SJ | 方眼 | 透明 | 鉛筆 | |
| 107 | - | - | 秋ヶ瀬橋計算書 変更ノタメ不用トナリタル分。 橋台28,30～38 十枚, 橋脚15～26 十二枚 |
表紙 | - | - | - | - | SN | 無地 | 普通 | 鉛筆 | |
| 108 | - | 15 | Akigase-Bashi for Saitama-ken | General sketch of pier PT3 for River spans | K.Inaba | 19331019 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 109 | - | 16 | Akigase-Bashi for Saitama-ken | Approximate weight of center of gravity of Pier shaft | K.Inaba | 19331020 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 110 | - | 17 | Akigase-Bashi for Saitama-ken | Summary of weight, center of gravity and volume of concrete fillings |
K.Inaba | 19331020 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 111 | - | 18 | Akigase-Bashi for Saitama-ken | Seismic stresses in shaft at bottom section, Seismic stresses in shaft at section 6 m below top |
K.Inaba | 19331020 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 112 | - | 19 | Akigase-Bashi for Saitama-ken | Design of well | K.Inaba | 19331021 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 113 | - | 20 | Akigase-Bashi for Saitama-ken | Spacing diagram of horizontal reinforcement in side walls | K.Inaba | 19331021 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 114 | - | 21 | Akigase-Bashi for Saitama-ken | Stability of pier | K.Inaba | 19331021 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 115 | - | 22 | Akigase-Bashi for Saitama-ken | Stability of pier (続) | K.Inaba | 19331023 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 116 | - | 23 | Akigase-Bashi for Saitama-ken | Seismic earth pressure during earthquake along The bridge | K.Inaba | 19331023 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 117 | - | 24 | Akigase-Bashi for Saitama-ken | Seismic earth pressure during earthquake along The bridge (続) | K.Inaba | 19331023 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 118 | - | 25 | Akigase-Bashi for Saitama-ken | Moments, shears and direct load diagram of well, Vertical reinforcements in the well |
K.Inaba | 19331024 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 119 | - | 26 | Akigase-Bashi for Saitama-ken | Vertical reinforcements in the well (続) | K.Inaba | 19331024 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 120 | - | 28 | Akigase-Bashi for Saitama-ken | General sketch of abutment for girder span AG | K.Inaba | 19331024 | H.T | 19331026 | SJ | 方眼 | 透明 | 鉛筆 | |
| 121 | - | 30 | Akigase-Bashi for Saitama-ken | Design of Curtain wall | K.Inaba | 19331025 | H.T | 19331026 | SJ | 方眼 | 透明 | 鉛筆 | |
| 122 | - | 31 | Akigase-Bashi for Saitama-ken | Design of Counterfort wall CA at center | K.Inaba | 19331025 | H.T | 19331026 | SJ | 方眼 | 透明 | 鉛筆 | |
| 123 | - | 32 | Akigase-Bashi for Saitama-ken | Design of Counterfort wall CA at center (続) | K.Inaba | 19331027 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 124 | - | 33 | Akigase-Bashi for Saitama-ken | Design of counterfort wall CB at both ends | K.Inaba | 19331027 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 125 | - | 34 | Akigase-Bashi for Saitama-ken | Design of counterfort wall CB at both ends (続) | K.Inaba | 19331028 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 126 | - | 35 | Akigase-Bashi for Saitama-ken | Design of counterfort wall CB at both ends (続) | K.Inaba | 19331028 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 127 | - | 36 | Akigase-Bashi for Saitama-ken | Stability of Abutment | K.Inaba | 19331028 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 128 | - | 37 | Akigase-Bashi for Saitama-ken | Stability of Abutment (続) | K.Inaba | 19331030 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 129 | - | 38 | Akigase-Bashi for Saitama-ken | Stability of Abutment (続) | K.Inaba | 19331030 | - | - | SJ | 方眼 | 透明 | 鉛筆 | |
| 130 | - | - | 昭和八年七月 埼玉県 秋ヶ瀬橋概算設計算書 | 表紙 | - | - | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 131 | - | ① | Design of Akigase-Bashi for Saitama-ken | Crown of Roadway elevation | K･I | 19331012 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 132 | - | ② | - | 支承部側面図下書き | - | - | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 133 | - | 3 | - | RC柱断面計算 | - | - | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 134 | - | 4 | - | Pier shaft of PT2 | - | - | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 135 | - | - | Akigase-Bashi for Saitama-ken | Approach Concrete girder span | K･I | 19330717 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 136 | - | ② | Akigase-Bashi for Saitama-ken | Design of main girder | K･I | 19330717 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 137 | - | ③ | Akigase-Bashi for Saitama-ken | Design of suspended span | K･I | 19330717 | - | - | SJ | 方眼 | 普通 | 鉛筆 | 赤鉛筆で修正 |
| 138 | - | ④ | Akigase-Bashi for Saitama-ken | Summary for moment | K･I | 19330717 | - | - | SJ | 方眼 | 普通 | 鉛筆 | 赤鉛筆で修正 |
| 139 | - | 5 | Akigase-Bashi for Saitama-ken | 橋脚柱断面計算 | K･I | 19330717 | - | - | SJ | 方眼 | 普通 | 鉛筆 | 赤鉛筆で修正, ×印 |
| 140 | - | ⑥ | Akigase-Bashi for Saitama-ken | Design of column footings | K･I | 19330717 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 141 | - | ⑦ | Akigase-Bashi for Saitama-ken | Materials of suspended span | K･I | 19330718 | - | - | SJ | 方眼 | 普通 | 鉛筆 | 赤鉛筆で修正 |
| 142 | - | 7' | Akigase-Bashi for Saitama-ken | Approx. weight of pier reinforcements | K･I | 19330718 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 143 | - | 8 | Akigase-Bashi for Saitama-ken | Estimate of cost | K･I | 19330718 | - | - | SJ | 方眼 | 普通 | 鉛筆 | 赤鉛筆で修正 |
| 144 | - | 9 | Akigase-Bashi for Saitama-ken | Diagram of River spans | K･I | 19330719 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 145 | - | ⑩ | Akigase-Bashi for Saitama-ken | Approximate weight of pier | K･I | 19330719 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 146 | - | ⑪ | Akigase-Bashi for Saitama-ken | Summary of concrete for pier | K･I | 19330719 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 147 | - | 12 | Akigase-Bashi for Saitama-ken | 橋脚の寸法図 | K･I | 19330719 | - | - | SJ | 方眼 | 普通 | 鉛筆 | 裏に計算下書き |
| 148 | - | 13 | Akigase-Bashi for Saitama-ken | materials, Concrete, Estimate of cost | K･I | 19330719 | - | - | SJ | 方眼 | 普通 | 鉛筆 | 赤鉛筆で修正, 裏面にスケッチ |
| 149 | - | 14 | Akigase-Bashi for Saitama-ken | Estimate of River span | K･I | 19330719 | - | - | SJ | 方眼 | 普通 | 鉛筆 | 赤、青鉛筆で修正 |
| 150 | - | 15 | Akigase-Bashi for Saitama-ken | 木橋寸法図 | K･I | 19330720 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 151 | - | 16 | Akigase-Bashi for Saitama-ken | Design of floor planking + main beam | K･I | 19330720 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 152 | - | 17 | Akigase-Bashi for Saitama-ken | Estimate of cost for one span | K･I | 19330720 | - | - | SJ | 方眼 | 普通 | 鉛筆 | 赤鉛筆で修正 |
| 153 | - | 18 | Preliminary estimate of Akigase - Bashi for Saitama ken | Summary of cost for the entire bridge | K･I | 19330720 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 154 | - | 19 | Estimate of Akigase - Bashi for Saitama ken | River-span-pier | K･I | 19330726 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 155 | - | 20 | Estimate of Akigase - Bashi for Saitama ken | Summary of loads on pier | K･I | 19330726 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 156 | - | 21 | Estimate of Akigase - Bashi for Saitama ken | Estimate of cost for river pier | K･I | 19330726 | - | - | SJ | 方眼 | 普通 | 鉛筆 | 裏面に計算下書き |
| 157 | - | 22 | Estimate of Akigase - Bashi for Saitama ken | Approach wooden beam bridges, Approach concrete girder bridge | K･I | 19330726 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 158 | - | 1 | Estimate of Cost for Akigase - Bashi for Saitama ken | 橋脚の荷重計算, 寸法図 | J.masuda | 19330916 | - | - | JN | 方眼 | 普通 | 鉛筆 | |
| 159 | - | 2 | Estimate of Cost for Akigase - Bashi for Saitama ken | Approximate list of materials | J.masuda | 19330916 | - | - | JN | 方眼 | 普通 | 鉛筆 | |
| 160 | - | 3 | Estimate of Cost for Akigase - Bashi for Saitama ken | 荷重計算 | J.masuda | 19330917 | - | - | JN | 方眼 | 普通 | 鉛筆 | |
| 161 | - | A | Akigase-Bashi for Saitama-ken | Design of shoe | K･I | 19331221 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 162 | - | B | Akigase-Bashi for Saitama-ken | Shoe for simple span and anchor span | K･I | 19331221 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 163 | - | C | Akigase-Bashi for Saitama-ken | Roller shoe for simple span | K･I | 19331223 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 164 | - | - | 秋ケ瀬 | Handrail arrangement | - | - | - | - | SJ | 方眼 | 普通 | 鉛筆 | 赤書き |
| 165 | - | ① | Akigase-Bashi 45m truss span | I beam stringer, Floor beam, Main truss | K･I | 19340112 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |
| 166 | - | 2 | Akigase-Bashi for Saitama-ken | Stress and sections of truss member | K･I | 19340112 | - | - | SJ | 方眼 | 普通 | 鉛筆 | |