増田淳氏関係資料 設計計算書
20. 六郷川橋 (PDF/102.8MB)
| 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 | - | - | Calculation Paper on the Design of Tied Arch Span in Rokugo Bridge | 表紙 | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 2 | - | 1 | - | Chapter I : General specification and Data, (1) Form of the bridge, (2) Live load |
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| 3 | - | 2 | - | (3) Assumed weight of materials, (4) Allowable stresses, (5) Miscellaneous data |
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| 4 | - | 3 | - | (6) General view of the structure | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 5 | - | 4 | - | Chapter II : Design of Reinforced Concrete Slab and Stringer, (1) Reinforced concrete slab |
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| 6 | - | 5 | - | (1) Reinforced concrete slab (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 7 | - | 6 | - | (1) Reinforced concrete slab (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 8 | - | 7 | - | (2) Stringer (I Beam) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 9 | - | 8 | - | (2) Stringer (I Beam) (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 10 | - | 9 | - | Chapter III : Design of Floor Slab and Beam, (1) Floor slab, (2) Centre beam, (3) End beam |
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| 11 | - | 10 | - | (3) End beam (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 12 | - | 11 | - | Chapter IV : Design of Cross Beam in Roadway, [A] Intermediate Floor Beam, (1) Maximum bending moment |
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| 13 | - | 12 | - | (1) Maximum bending moment (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 14 | - | 13 | - | (2) Maximum end shear | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 15 | - | 14 | - | (3) Web plate, (4) Maximum flange area | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 16 | - | 15 | - | (5) Length of cover plates | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 17 | - | 16 | - | (6) Spacing of flange rivet, (7) Web splice | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 18 | - | 17 | - | (8) Splice of flange | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 19 | - | 17Ⅰ | - | [B] End floor Beam in Fixed End | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 20 | - | 17Ⅱ | - | [B] End floor Beam in Fixed End (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 21 | - | 17Ⅲ | - | [B] End floor Beam in Fixed End (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 22 | - | 17Ⅳ | - | [C] End Floor Beam in Roller End, (1) Maximum bending moment | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 23 | - | 17Ⅴ | - | (2) Maximum end shear | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 24 | - | 17Ⅵ | - | (3) Dimensioning | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 25 | - | 17VII | - | (3) Dimensioning (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 26 | - | 18 | - | Chapter V : Design of Cantilever Plate Girder for Sidewalk, (1) Maximum stress at the support end, (2) Web plate at the support, (3) Flange area at the support, (4) Maximum stress at the centre stringer, (5) Flange area at the centre stringer, (6) Web area at the centre stringer |
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| 27 | - | 18Ⅰ | - | [B] Cantilever Bracket at End Panel Point | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 28 | - | 19 | - | Chapter VI : design of Arch Truss, (1) Dimension of members | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 29 | - | 20 | - | (1) Dimension of members (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 30 | - | 21 | - | (1) Dimension of members (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 31 | - | 22 | - | (2) Horizontal reaction or stress in horizontal tie | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 32 | - | 23 | - | (2) Horizontal reaction or stress in horizontal tie (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 33 | - | 24 | - | (3) Stress in each member of the arch | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 34 | - | 25 | - | (3) Stress in each member of the arch (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 35 | - | 26 | - | (3) Stress in each member of the arch (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 36 | - | 27 | - | (4) Amount of panel load, (5) Impact Coefficient | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 37 | - | 28 | - | (6) Maximum total stress in the members of main truss | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 38 | - | 29 | - | (6) Maximum total stress in the members of main truss (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 39 | - | 30 | - | (7) Dimensioning of Truss members | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 40 | - | 31 | - | (7) Dimensioning of Truss members (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 41 | - | 32 | - | (7) Dimensioning of Truss members (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 42 | - | 33 | - | (7) Dimensioning of Truss members (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 43 | - | 34 | - | (7) Dimensioning of Truss members (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 44 | - | 35 | - | (7) Dimensioning of Truss members (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 45 | - | 36 | - | (8) Second analysis | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 46 | - | 37 | - | (9) Stress in each member for unit load at each load point | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 47 | - | 38 | - | (9) Stress in each member for unit load at each load point (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 48 | - | 39 | - | (10) Checking of sectional areas of truss members used in the first analysis | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 49 | - | 40 | - | (10) Checking of sectional areas of truss members used in the first analysis (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 50 | - | 41 | - | (10) Checking of sectional areas of truss members used in the first analysis (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 51 | - | 42 | - | Chapter VII : Design of Lateral Bracings, (1) General notes, (2) Top Lateral Bracing |
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| 52 | - | 43 | - | (2) Top Lateral Bracing (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 53 | - | 44 | - | (2) Top Lateral Bracing (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 54 | - | 45 | - | (2) Top Lateral Bracing (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 55 | - | 46 | - | (3) End Portal Bracing | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 56 | - | 47 | (4) Bottom (or Floor) lateral bracing | 無 | 方眼 | 青焼 | - | ||||||
| 57 | - | 48 | - | (4) Bottom (or Floor) lateral bracing (続) | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 58 | - | 49 | - | Chapter IX : Design of Bearing, (1) Shoe | - | - | - | - | 無 | 方眼 | 青焼 | - | |
| 59 | - | 50 | - | (2) Roller, (3) Amount of expansion and contraction due to temperature change |
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| 60 | - | 1 | Rokugo gawa Bridge, Tsurumi, Kanagawa Ken | 設計条件, Assumed Loading | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 61 | - | 2 | Rokugo gawa Bridge, Tsurumi, Kanagawa Ken | Allowable Stress, Cross section of structure | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 62 | - | 3 | Rokugo gawa Bridge, Tsurumi, Kanagawa Ken | Reinforced Concrete Roadway slab, Sidewalk Slab | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 63 | - | 4 | Rokugo gawa Bridge, Tsurumi, Kanagawa Ken | Intermediate Roadway Stringer | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 64 | - | 5 | Rokugo gawa Bridge, Tsurumi, Kanagawa Ken | Roadway Stringer | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 65 | - | 6 | Rokugo gawa Bridge, Tsurumi, Kanagawa Ken | Bracket, Cross Beam | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 66 | - | 7 | Rokugo gawa Bridge, Tsurumi, Kanagawa Ken | Cross Beam (続) | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 67 | - | 8 | Rokugo gawa Bridge, Tsurumi, Kanagawa Ken | Cross Beam (続) | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 68 | - | 9 | Rokugo gawa Bridge, Tsurumi, Kanagawa Ken | Lateral Bracing | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 69 | - | 10 | Rokugo gawa Bridge, Tsurumi, Kanagawa Ken | Lateral Bracing (続) | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 70 | - | 11 | Rokugo gawa Bridge, Tsurumi, Kanagawa Ken | Lateral Bracing (続) | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 71 | - | 12 | Rokugo gawa Bridge, Tsurumi, Kanagawa Ken | Lateral Bracing (続) | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 72 | - | 13 | Rokugo gawa Bridge, Tsurumi, Kanagawa Ken | Lateral Bracing (続) | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 73 | - | 1 | 材料調書 六郷橋 | Structural Steel in bridge | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 74 | - | 2 | 六郷橋 材料調書 | Structural Steel in bridge (続) | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 75 | - | 3 | 六郷橋 材料調書 | Structural steel in Handrail | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 76 | - | 4 | 六郷橋 材料調書 | Cast iron | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 77 | - | 5 | 六郷橋 材料調書 | Amount of Concrete, Reinforcing Bars in slab and beams | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 78 | - | 6 | 六郷橋 材料調書 | Reinforcing Bars (続) | - | - | - | - | 無 | 方眼 | 普通 | ペン | |
| 79 | - | 7 | 六郷橋 材料調書 | woodblock pavement | - | - | - | - | 無 | 方眼 | 普通 | ペン | |