増田淳氏関係資料 設計計算書
5. 榛名山索道陸橋・前川水路橋・犀川水路橋 (PDF/37.5MB)
| 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 | - | 3 | Design of Viaduct for Haruna-San Cable Car line | Longitudinal beam, Cross Beam | J.masuda | 19271010 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 2 | - | 4 | Design of Viaduct for Haruna-San Cable Car line | Stringers | J.masuda | 19271010 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 3 | - | 5 | Design of Viaduct for Haruna-San Cable Car line | Diagonal, Chord, Connection rail and stringer 他 | J.masuda | 19271012 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 4 | - | 6 | Design of Viaduct for Haruna-San Cable Car line | Cross beam, Deflection due to load | J.masuda | 19271013 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 5 | - | 7 | Design of Viaduct for Haruna-San Cable Car line | Diagonal stress, Chord stress | J.masuda | 19271013 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 6 | - | 8 | Design of Viaduct for Haruna-San Cable Car line | Diagonal for End panel, Sway Bracing | J.masuda | 19271013 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 7 | - | 9 | Design of Viaduct for Haruna-San Cable Car line | Bottom Lateral Bracings | J.masuda | 19271014 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 8 | - | 10 | Design of Viaduct for Haruna-San Cable Car line | strut | J.masuda | 19271014 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 9 | - | - | - | - | - | - | - | - | SN | 方眼 | 普通 | 白紙 | |
| 10 | - | - | - | 断面図下書き | - | - | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 11 | - | - | - | 応力図 | - | - | - | - | SN | 方眼 | 普通 | 鉛筆 | 10の裏面 |
| 12 | - | 4A | Design of Viaduct for Haruna-San Cable Car line | Stringer | J.masuda | 19271017 | - | - | SN | 方眼 | 普通 | ペン | 未完成 |
| 13 | - | 6R | Design of Viaduct for Haruna-San Cable Car line | Cross beam | J.masuda | 19271017 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 14 | - | 7R | Design of Viaduct for Haruna-San Cable Car line | Diagonal stress, Chord stresses, Diagonal for End panel | J.masuda | 19271017 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 15 | - | 8R | Design of Viaduct for Haruna-San Cable Car line | Sway Bracing | J.masuda | 19271017 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 16 | - | 9R | Design of Viaduct for Haruna-San Cable Car line | Bottom Lateral Bracings | J.masuda | 19271017 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 17 | - | 10R | Design of Viaduct for Haruna-San Cable Car line | Design of truss | J.masuda | 19271017 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 18 | - | 11R | Design of Viaduct for Haruna-San Cable Car line | Chord stresses, Diagonals | J.masuda | 19271017 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 19 | - | 12R | Design of Viaduct for Haruna-San Cable Car line | Summary Diagram for live load stresses | J.masuda | 19271018 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 20 | - | 13R | Design of Viaduct for Haruna-San Cable Car line | Dead load on truss, Dead Load stresses | J.masuda | 19271018 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 21 | - | 14R | Design of Viaduct for Haruna-San Cable Car line | Live Load stresses | J.masuda | 19271018 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 22 | - | 15R | Design of Viaduct for Haruna-San Cable Car line | stresses and sections of truss | J.masuda | 19271018 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 23 | - | 16R | Design of Viaduct for Haruna-San Cable Car line | section of bottom chord, section of diagonals | J.masuda | 19271018 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 24 | - | 17R | Design of Viaduct for Haruna-San Cable Car line | Approximate weight of one truss | J.masuda | 19271019 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 25 | - | 18R | Design of Viaduct for Haruna-San Cable Car line | Deflection of truss | J.masuda | 19271019 | - | - | SN | 方眼 | 普通 | ペン | VOID (鉛筆) |
| 26 | - | 1 | Design of Viaduct for Haruna-San Cable Car line | Check for stresses due to Hor. Thrust owing to inclined bearing | K･I | 19271217 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 27 | - | 2 | Design of Viaduct for Haruna-San Cable Car line | Stresses on Tower Bent, Load on Bent column | K･I | 19271217 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 28 | - | 3 | Design of Viaduct for Haruna-San Cable Car line | Section of members | K･I | 19271217 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 29 | - | 4 | Design of Viaduct for Haruna-San Cable Car line | Check for eccentricity of Rocker Bent | K･I | 19271217 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 30 | - | 5 | Viaduct for Haruna-San Cable Car line | Column shoes for Tower Bent | K･I | 19271219 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 31 | - | 6 | Viaduct for Haruna-San Cable Car line | Column shoes for Tower Bent | K･I | 19271219 | - | - | SN | 方眼 | 普通 | 鉛筆 | ×印，「参考」の記述 |
| 32 | - | 7 | Viaduct for Haruna-San Cable Car line | Column shoes for Rocker Bent | K･I | 19271219 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 33 | - | - | - | 変更スベキ箇所 | - | - | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 34 | - | 23 | Design of Viaduct for Haruna-San Cable Car line | Summary of total steel in viaduct, Design of Pier for Tower Bent | J.masuda | 19271026 | - | - | SN | 方眼 | 普通 | ペン | |
| 35 | - | 24 | Design of Viaduct for Haruna-San Cable Car line | Seismic stability, Design of Pier for Rocker Bent | J.masuda | 19271026 | - | - | SN | 方眼 | 普通 | ペン | |
| 36 | - | 25 | Design of Viaduct for Haruna-San Cable Car line | Seismic stability of Tower Bent | K･I | 19271102 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 37 | - | 26 | Design of Viaduct for Haruna-San Cable Car line | Seismic stability of Pier | K･I | 19271104 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 38 | - | 27 | Design of Viaduct for Haruna-San Cable Car line | Seismic stability of Shaft at top of strut | K･I | 19271104 | - | - | SN | 方眼 | 普通 | 鉛筆 | |
| 39 | - | - | - | - | - | - | SN | 方眼 | 普通 | 白紙 | |||
| 40 | - | - | - | - | - | - | SN | 方眼 | 普通 | 白紙 | |||
| 41 | - | - | 第貳京浜電力株式会社 奈川渡発電工事 前川水路橋(経間百五十尺）犀川水路橋（経間百二十尺）設計々算書及材料調書 大正十五年二月十八日 |
表紙 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 42 | - | 1 | Saikawa Aqueduct for Keihin Denrioku Co ltd | 設計条件 | J.masuda | 19250215 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 43 | - | 2 | Saikawa Aqueduct for Keihin Denrioku Co ltd | Section of Floor Beam | J.masuda | 19250215 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 44 | - | 3 | Saikawa Aqueduct for Keihin Denrioku Co ltd | Top Lateral Bracing | J.masuda | 19250215 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 45 | - | 4 | Saikawa Aqueduct for Keihin Denrioku Co ltd | Design of truss | J.masuda | 19250215 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 46 | - | 5 | Saikawa Aqueduct for Keihin Denrioku Co ltd | chord stresses | J.masuda | 19250216 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 47 | - | 6 | Saikawa Aqueduct for Keihin Denrioku Co ltd | stresses and sections of truss | J.masuda | 19250216 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 48 | - | 7 | Saikawa Aqueduct for Keihin Denrioku Co ltd | Sub diagonals | J.masuda | 19250216 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 49 | - | 8 | Saikawa Aqueduct for Keihin Denrioku Co ltd | Bearing of pin | J.masuda | 19250216 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 50 | - | 9 | Maekawa Aqueduct for Keihin Denrioku Co ltd | 設計条件 | J.masuda | 19250216 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 51 | - | 10 | Maekawa Aqueduct for Keihin Denrioku Co ltd | Section of Floor Beam | J.masuda | 19250216 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 52 | - | 11 | Maekawa Aqueduct for Keihin Denrioku Co ltd | Sway Frame, Longitudinal strut | J.masuda | 19250216 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 53 | - | 12 | Maekawa Aqueduct for Keihin Denrioku Co ltd | Design of truss, stress analysis | J.masuda | 19250216 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 54 | - | 13 | Maekawa Aqueduct for Keihin Denrioku Co ltd | stress analysis (続) | J.masuda | 19250216 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 55 | - | 14 | Maekawa Aqueduct for Keihin Denrioku Co ltd | stresses and sections of truss | J.masuda | 19250217 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 56 | - | 15 | Maekawa Aqueduct for Keihin Denrioku Co ltd | section of truss | J.masuda | 19250217 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 57 | - | 16 | Maekawa Aqueduct for Keihin Denrioku Co ltd | Approximate weight of truss, Design shoes and pin | J.masuda | 19250217 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 58 | - | 17 | Maekawa Aqueduct for Keihin Denrioku Co ltd | Design shoes and pin (続) | J.masuda | 19250217 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 59 | - | 1 | FOR 120'-0" span | 材料計算 | T･Y | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 60 | - | 2 | - | 材料計算 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 61 | - | 3 | - | 材料計算 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 62 | - | 4 | - | 材料計算 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 63 | - | 5 | - | 材料計算 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 64 | - | 6 | - | 材料計算 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 65 | - | 7 | - | 材料計算 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 66 | - | 8 | - | 材料計算 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 67 | - | 9 | - | 材料計算 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 68 | - | 10 | - | 材料計算 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 69 | - | 11 | - | 材料計算 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 70 | - | 12 | - | 材料計算 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 71 | - | 13 | - | 材料計算 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 72 | - | 14 | - | 材料計算 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 73 | - | 15 | - | 材料計算 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 74 | - | 16 | - | 材料計算 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 75 | 1 | 17 | List of Materials of Riveted Steel pipe for Maekawa Aqueduct | 材料計算 | - | 19400210 | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 76 | 2 | 18 | List of Materials of Riveted Steel pipe for Maekawa Aqueduct | 材料計算 | - | - | - | - | Ｍ | 方眼 | 普通 | ペン | |
| 77 | - | - | 上毛電力株式会社 榛名山索道陸橋設計々算書 | 表紙 | - | - | - | - | SN | 方眼 | 普通 | ペン | |
| 78 | - | 1R | Design of Viaduct for Haruna Cable Car line (Jimo Denrioku Co.) |
設計条件, 衝撃荷重 | J.masuda | 19271010 | - | - | SN | 方眼 | 普通 | ペン | |
| 79 | - | 2R | Design of Viaduct for Haruna Cable Car line | Design of Deck flooring | J.masuda | 19271010 | - | - | SN | 方眼 | 普通 | ペン | |
| 80 | - | 3R | Design of Viaduct for Haruna-San Cable Car line | Dead and live load, Reaction of stringer and on truss | J.masuda | 19271019 | - | - | SN | 方眼 | 普通 | ペン | |
| 81 | - | 4R | Design of Viaduct for Haruna-San Cable Car line | Summary for Moments and shears, Approximate deflection of beam |
J.masuda | 19271017 | - | - | SN | 方眼 | 普通 | ペン | |
| 82 | - | 5R | Design of Viaduct for Haruna-San Cable Car line | 死荷重計算 | J.masuda | 19271017 | - | - | SN | 方眼 | 普通 | ペン | |
| 83 | - | 6RB | Design of Viaduct for Haruna-San Cable Car line | 活荷重, Approximate deflection | J.masuda | 19271021 | - | - | SN | 方眼 | 普通 | ペン | |
| 84 | - | 7RB | Design of Viaduct for Haruna-San Cable Car line | Summary of stresses of top lateral bracings | J.masuda | 19271021 | - | - | SN | 方眼 | 普通 | ペン | |
| 85 | - | 8RB | Design of Viaduct for Haruna-San Cable Car line | Sway Bracing | J.masuda | 19271021 | - | - | SN | 方眼 | 普通 | ペン | |
| 86 | - | 9RB | Design of Viaduct for Haruna-San Cable Car line | Bottom Lateral Bracings | J.masuda | 19271021 | - | - | SN | 方眼 | 普通 | ペン | |
| 87 | - | 10RB | Design of Viaduct for Haruna-San Cable Car line | Design of 117.6' truss | J.masuda | 19271021 | - | - | SN | 方眼 | 普通 | ペン | |
| 88 | - | 11RB | Design of Viaduct for Haruna-San Cable Car line | Live Load | J.masuda | 19271021 | - | - | SN | 方眼 | 普通 | ペン | |
| 89 | - | 12RB | Design of Viaduct for Haruna-San Cable Car line | Stress due to Bearing Thrust | J.masuda | 19271023 | - | - | SN | 方眼 | 普通 | ペン | |
| 90 | - | 13RB | Design of Viaduct for Haruna-San Cable Car line | Live load stresses | J.masuda | 19271023 | - | - | SN | 方眼 | 普通 | ペン | |
| 91 | - | 14RB | Design of Viaduct for Haruna-San Cable Car line | stresses and sections of truss | J.masuda | 19271023 | - | - | SN | 方眼 | 普通 | ペン | |
| 92 | - | 15RB | Design of Viaduct for Haruna-San Cable Car line | Direct stress, wind stress, thrust | J.masuda | 19271023 | - | - | SN | 方眼 | 普通 | ペン | |
| 93 | - | 16RB | Design of Viaduct for Haruna-San Cable Car line | 部材断面計算 | J.masuda | 19271023 | - | - | SN | 方眼 | 普通 | ペン | |
| 94 | - | 17RB | Design of Viaduct for Haruna-San Cable Car line | 部材断面計算(続), Deflection of truss | J.masuda | 19271023 | - | - | SN | 方眼 | 普通 | ペン | |
| 95 | - | 17RB’ | Design of Viaduct for Haruna-San Cable Car line | Design of pin | - | - | - | - | SN | 方眼 | 普通 | ペン | |
| 96 | - | 18 | Design of Viaduct for Haruna-San Cable Car line | Truss and tower bent | J.masuda | 19271025 | - | - | SN | 方眼 | 普通 | ペン | |
| 97 | - | 19 | Design of Viaduct for Haruna-San Cable Car line | stress due to thrust, Load on Bent Column | J.masuda | 19271026 | - | - | SN | 方眼 | 普通 | ペン | |
| 98 | - | 20 | Design of Viaduct for Haruna-San Cable Car line | Section of members | J.masuda | 19271026 | - | - | SN | 方眼 | 普通 | ペン | |
| 99 | - | 21 | Design of Viaduct for Haruna-San Cable Car line | Section of members (続) | J.masuda | 19271026 | - | - | SN | 方眼 | 普通 | ペン | |
| 100 | - | 22 | Design of Viaduct for Haruna-San Cable Car line | Design of rocker bent between truss span | J.masuda | 19271026 | - | - | SN | 方眼 | 普通 | ペン | |
| 101 | - | 23 | Design of Viaduct for Haruna-San Cable Car line | Check for stresses due to Horizontal Thrust owing to inclined bearing on abutment | K.Inaba | 19271217 | - | - | SN | 方眼 | 普通 | ペン | |
| 102 | - | 24 | Design of Viaduct for Haruna-San Cable Car line | Stress on Tower Bent | K.Inaba | 19271217 | - | - | SN | 方眼 | 普通 | ペン | |
| 103 | - | 25 | Design of Viaduct for Haruna-San Cable Car line | Section of members | K.Inaba | 19271217 | - | - | SN | 方眼 | 普通 | ペン | |
| 104 | - | 26 | Design of Viaduct for Haruna-San Cable Car line | Column shoes for Tower Bent | K.Inaba | 19271219 | - | - | SN | 方眼 | 普通 | ペン | |
| 105 | - | 27 | Design of Viaduct for Haruna-San Cable Car line | Design of Piers | - | 19271224 | - | - | SN | 方眼 | 普通 | ペン | |
| 106 | - | 28 | Design of Viaduct for Haruna-San Cable Car line | Design of Tower Bent | - | 19271226 | - | - | SN | 方眼 | 普通 | ペン | |
| 107 | - | 29 | Design of Viaduct for Haruna-San Cable Car line | Stability of Pier Nos. 2 & 3 combined | K.Inaba | 19271227 | - | - | SN | 方眼 | 普通 | ペン | |
| 108 | - | 30 | Design of Viaduct for Haruna-San Cable Car line | Stability of Pier Nos. 2 & 3 combined | K.Inaba | 19271227 | - | - | SN | 方眼 | 普通 | ペン | |
| 109 | - | 31 | Design of Viaduct for Haruna-San Cable Car line | Seismic Stability of Pier | K.Inaba | 19271227 | - | - | SN | 方眼 | 普通 | ペン | |
| 110 | - | 32 | Design of Haruna-San Cable Car line Viaduct | Design of Shaft | K.Inaba | 19271227 | - | - | SN | 方眼 | 普通 | ペン | |
| 111 | - | 33 | Viaduct for Haruna-San Cable Car line | Design of Abutment | K.Inaba | 19271201 | - | - | SN | 方眼 | 普通 | ペン | |
| 112 | - | 34 | Viaduct for Haruna-San Cable Car line | Design of Abutment, Parapet wall | K.Inaba | 19271201 | - | - | SN | 方眼 | 普通 | ペン | |
| 113 | - | 35 | Viaduct for Haruna-San Cable Car line | Shaft, Stability at normal state, Stability during Earthquake | K.Inaba | 19271202 | - | - | SN | 方眼 | 普通 | ペン | |
| 114 | - | 36 | Viaduct for Haruna-San Cable Car line | Stability of abutment as a whole at normal state, Stability of abutment as a whole during Earthquake (earthquake forward) |
K.Inaba | 19271203 | - | - | SN | 方眼 | 普通 | ペン | |
| 115 | - | 37 | Viaduct for Haruna-San Cable Car line | Stability of abutment as a whole during Earthquake (earthquake backward), Design of Footing |
K.Inaba | 19271203 | - | - | SN | 方眼 | 普通 | ペン | |
| 116 | - | 38 | Viaduct for Haruna-San Cable Car line | Wing well | K.Inaba | 19271203 | - | - | SN | 方眼 | 普通 | ペン | |
| 117 | - | 39 | Viaduct for Haruna-San Cable Car line | Material List, Reinforcements | K.Inaba | 19271210 | - | - | SN | 方眼 | 普通 | ペン | |
| 118 | - | 40 | Viaduct for Haruna-San Cable Car line | Material List, Reinforcements | K.Inaba | 19271210 | - | - | SN | 方眼 | 普通 | ペン | |
| 119 | - | 41 | Viaduct for Haruna-San Cable Car line | Material List, Reinforcements | K.Inaba | 19271210 | - | - | SN | 方眼 | 普通 | ペン | |
| 120 | - | 42 | Viaduct for Haruna-San Cable Car line | Material List, Reinforcements | K.Inaba | 19271211 | - | - | SN | 方眼 | 普通 | ペン | |
| 121 | - | 43 | Viaduct for Haruna-San Cable Car line | Material List, Concrete | K.Inaba | 19271210 | - | - | SN | 方眼 | 普通 | ペン | |
| 122 | - | 44 | Viaduct for Haruna-San Cable Car line | Material List, Concrete, Forms | K.Inaba | 19271213 | - | - | SN | 方眼 | 普通 | ペン | |
| 123 | - | 45 | Viaduct for Haruna-San Cable Car line | Material List, Forms | K.Inaba | 19271213 | - | - | SN | 方眼 | 普通 | ペン | |
| 124 | - | 46 | Viaduct for Haruna-San Cable Car line | Material List, Excavation | K.Inaba | 19271214 | - | - | SN | 方眼 | 普通 | ペン | |
| 125 | - | 47 | Viaduct for Haruna-San Cable Car line | Material List, Excavation | K.Inaba | 19271214 | - | - | SN | 方眼 | 普通 | ペン | |
| 126 | - | 48 | - | Material List, トラス部材 | Y.Hirata | 19271217 | J.matano | 19271221 | SN | 方眼 | 普通 | ペン | |
| 127 | - | 49 | - | Material List, トラス部材 | Y.Hirata | 19271217 | J.matano | 19271221 | SN | 方眼 | 普通 | ペン | |
| 128 | - | 50 | - | Material List, トラス部材 | Y.Hirata | 19271219 | J.m | 19271221 | SN | 方眼 | 普通 | ペン | |
| 129 | - | 51 | - | Material List, トラス部材 | Y.Hirata | 19271219 | J.m | 19271221 | SN | 方眼 | 普通 | ペン | |
| 130 | - | 52 | - | Material List, トラス部材 | Y.Hirata | 19271219 | J.m | 19271222 | SN | 方眼 | 普通 | ペン | |
| 131 | - | 53 | - | Material List, トラス部材 | Y.Hirata | 19271220 | J.m | 19271222 | SN | 方眼 | 普通 | ペン | |
| 132 | - | 54 | - | Material List, トラス部材 | Y.Hirata | 19271223 | - | - | SN | 方眼 | 普通 | ペン | |
| 133 | - | 55 | - | Material List, トラス部材 | Y.Hirata | 19271223 | - | - | SN | 方眼 | 普通 | ペン | |
| 134 | - | 56 | - | Material List, トラス部材 | - | - | - | - | SN | 方眼 | 普通 | ペン | |
| 135 | - | 57 | - | Material List, トラス部材 | - | - | - | - | SN | 方眼 | 普通 | ペン | |
| 136 | - | 58 | - | Material List, トラス部材 | - | - | - | - | SN | 方眼 | 普通 | ペン | |
| 137 | - | 59 | - | Material List, トラス部材 | - | - | - | - | SN | 方眼 | 普通 | ペン | |
| 138 | - | 60 | - | Material List, トラス部材 | - | - | - | - | SN | 方眼 | 普通 | ペン | |
| 139 | - | 61 | - | Material List, トラス部材 | - | - | - | - | SN | 方眼 | 普通 | ペン | |
| 140 | - | 62 | - | Material List, トラス部材 | - | - | - | - | SN | 方眼 | 普通 | ペン | |
| 141 | - | 63 | - | Material List, トラス部材 | - | - | - | - | SN | 方眼 | 普通 | ペン | |
| 142 | - | 64 | - | Material List, 木材 | Y.Hirata | 19271229 | J.m | 19271229 | SN | 方眼 | 普通 | ペン | |