増田淳氏関係資料　設計計算書

15. 四ツ木橋 (PDF/35.2MB)

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 - - 東京府　四ッ木橋豫算設計書 表紙 - - - - - - - 鉛筆 2の裏面, 第1～5案までの側面図
2 - 12 Yotsugi Bashi for Tokyo-fu Moments on stiffening girder K･I 19350325 - - SJ 方眼 普通 鉛筆 1の裏面, ×印
3 - 1 Yotsugi Bashi for Tokyo-fu Evaluation of Bridge, Cross section of Bridge,
Design of Floor slab		 K･I 19350320 - - SJ 方眼 普通 鉛筆 第1案：自碇式吊橋
4 - 2 Yotsugi Bashi for Tokyo-fu Design of I beam stringer K･I 19350320 - - SJ 方眼 普通 鉛筆  
5 - 3 Yotsugi Bashi for Tokyo-fu Design of Floor slab for sidewalk, Design of Floor Beam K･I 19350320 - - SJ 方眼 普通 鉛筆  
6 - 4 Yotsugi Bashi for Tokyo-fu Cantilever section K･I 19350320 - - SJ 方眼 普通 鉛筆  
7 - 5 Yotsugi Bashi for Tokyo-fu Dead Load of Bridge K･I 19350322 - - SJ 方眼 普通 鉛筆  
8 - 6 Yotsugi Bashi for Tokyo-fu Approx. calculation of 3 redundancies Xa, Xb & Xc K･I 19350322 - - SJ 方眼 普通 鉛筆  
9 - 7 Yotsugi Bashi for Tokyo-fu Approx. calculation of 3 redundancies Xa, Xb & Xc (続) K･I 19350322 - - SJ 方眼 普通 鉛筆  
10 - 8 Yotsugi Bashi for Tokyo-fu Stresses at center of center span for full load, Stresses of tower K･I 19350322 - - SJ 方眼 普通 鉛筆  
11 - 9 Yotsugi Bashi for Tokyo-fu Horizontal thrust, Assumed section of Cable and Stiffening girder K･I 19350325 - - SJ 方眼 普通 鉛筆 「Muller - Breslau's Die Graphische Stakik ･･ 274-277頁参照」の記述
12 - 10 Yotsugi Bashi for Tokyo-fu Moment of inertia of stiffening girder K･I 19350325 - - SJ 方眼 普通 鉛筆  
13 - 11 Yotsugi Bashi for Tokyo-fu 断面力計算, Influence surface of moment on stiffening girder K･I 19350325 - - SJ 方眼 普通 鉛筆  
14 - 12 Yotsugi Bashi for Tokyo-fu 断面力計算 K･I 19350326 - - SJ 方眼 普通 鉛筆  
15 - 13 Yotsugi Bashi for Tokyo-fu Values of moment M K･I 19350326 - - SJ 方眼 普通 鉛筆 「不用」の記述
16 - 13R Yotsugi Bashi for Tokyo-fu Values of moment M K･I 19350326 - - SJ 方眼 普通 鉛筆  
17 - 14 Yotsugi Bashi for Tokyo-fu Summary of moments M of stiffening girder,
Final moment on stiffening girder		 K･I 19350326 - - SJ 方眼 普通 鉛筆  
18 - 15 Yotsugi Bashi for Tokyo-fu Summary of Horizontal thrust and moment on girder, Bending moment on Stiffening girder, Stiffening girder section required K･I 19350327 - - SJ 方眼 普通 鉛筆  
19 - 16 Yotsugi Bashi for Tokyo-fu Moment of inertia of stiffening girder K･I 19350327 - - SJ 方眼 普通 鉛筆  
20 - 17 Yotsugi Bashi for Tokyo-fu Approximate weight of cable, Summary of Structural steel K･I 19350328 - - SJ 方眼 普通 鉛筆  
21 - 18 Yotsugi Bashi for Tokyo-fu Tied arch with balancing arms K･I 19350402 - - SJ 方眼 普通 鉛筆 第2案：バランスドタイドアーチ
22 - 19 Yotsugi Bashi for Tokyo-fu Design of Suspended span K･I 19350402 - - SJ 方眼 普通 鉛筆  
23 - 20 Yotsugi Bashi for Tokyo-fu Stresses of each member K･I 19350402 - - SJ 方眼 普通 鉛筆  
24 - 21 Yotsugi Bashi for Tokyo-fu Approximate weight of Suspended Truss,
Summary of structural steel for one suspended span		 K･I 19350402 - - SJ 方眼 普通 鉛筆  
25 - 22 Yotsugi Bashi for Tokyo-fu Design of Center span, Stress in Cantilever arm K･I 19350402 - - SJ 方眼 普通 鉛筆  
26 - - - タイドアーチ部トラス骨組図 - - - - - - - 鉛筆  
27 - 23 Yotsugi Bashi for Tokyo-fu Stresses in center span K･I 19350404 - - SJ 方眼 普通 鉛筆  
28 - 24 Yotsugi Bashi for Tokyo-fu Full unit panel load train throughout the center span loaded K･I 19350404 - - SJ 方眼 普通 鉛筆  
29 - 25 Yotsugi Bashi for Tokyo-fu Full unit panel load train throughout the center span loaded (続) K･I 19350404 - - SJ 方眼 普通 鉛筆  
30 - 26 Yotsugi Bashi for Tokyo-fu Summary of member stresses K･I 19350404 - - SJ 方眼 普通 鉛筆  
31 - 27 Yotsugi Bashi for Tokyo-fu Summary of member stresses (続) K･I 19350404 - - SJ 方眼 普通 鉛筆  
32 - 28 Yotsugi Bashi for Tokyo-fu Stress Diagram K･I 19350404 - - SJ 方眼 普通 鉛筆  
33 - 29 Yotsugi Bashi for Tokyo-fu Approx. weight of main truss K･I 19350405 - - SJ 方眼 普通 鉛筆  
34 - 30 Yotsugi Bashi for Tokyo-fu Summary of Structural steel for Center span with cantilever arms K･I 19350405 - - SJ 方眼 普通 鉛筆  
35 - 31 Yotsugi Bashi for Tokyo-fu Cantilever type K･I 19350406 - - SJ 方眼 普通 鉛筆 第3案：ゲルバートラス
36 - - - ゲルバートラス骨組図 - - - - - - - 鉛筆  
37 - 32 Yotsugi Bashi for Tokyo-fu Design of Suspended Span K･I 19350406 - - SJ 方眼 普通 鉛筆  
38 - 33 Yotsugi Bashi for Tokyo-fu Stresses of each member in suspended truss K･I 19350406 - - SJ 方眼 普通 鉛筆  
39 - 34 Yotsugi Bashi for Tokyo-fu Approximate weight for Suspended truss,
Summary of structural steel for Suspended span		 K･Inaba 19350408 - - SJ 方眼 普通 鉛筆  
40 - 35 Yotsugi Bashi for Tokyo-fu Design of Anchor span with Cantilever arm,
Approx. horizontal thrust		 K･I 19350408 - - SJ 方眼 普通 鉛筆  
41 - 36 Yotsugi Bashi for Tokyo-fu Approx. horizontal thrust (続) K･I 19350408 - - SJ 方眼 普通 鉛筆  
42 - 37 Yotsugi Bashi for Tokyo-fu Approx. horizontal thrust (続) K･I 19350408 - - SJ 方眼 普通 鉛筆  
43 - 38 Yotsugi Bashi for Tokyo-fu Partial unit panel load train K･I 19350408 - - SJ 方眼 普通 鉛筆  
44 - 39 Yotsugi Bashi for Tokyo-fu Extra single concentration Load on cantilever end K･I 19350408 - - SJ 方眼 普通 鉛筆  
45 - 40 Yotsugi Bashi for Tokyo-fu Side span fully loaded K･I 19350408 - - SJ 方眼 普通 鉛筆  
46 - 41 Yotsugi Bashi for Tokyo-fu Single load on side span K･I 19350409 - - SJ 方眼 普通 鉛筆  
47 - 42 Yotsugi Bashi for Tokyo-fu Stress of each member in Anchor span and cantilever arm K･I 19350409 - - SJ 方眼 普通 鉛筆  
48 - 43 Yotsugi Bashi for Tokyo-fu Stress Diagram K･I 19350409 - - SJ 方眼 普通 鉛筆  
49 - 44 Yotsugi Bashi for Tokyo-fu Approximate weight of main truss for anchor span with cantilever arm K･I 19350409 - - SJ 方眼 普通 鉛筆  
50 - 45 Yotsugi Bashi for Tokyo-fu Summary of structural steel for Anchor span with cantilever arm, Total steel required for the entire bridge K･I 19350410 - - SJ 方眼 普通 鉛筆  
51 - 46 Yotsugi Bashi for Tokyo-fu Cantilever Bridge of Vierendeel Type,
Influence line of Horizontal thrust		 K･I 19350418 - - SJ 方眼 普通 鉛筆 第4案：ゲルバー式フィーレンディール
52 - 47 Yotsugi Bashi for Tokyo-fu Influence line of moment in each member K･I 19350418 - - SJ 方眼 普通 鉛筆  
53 - 48 Yotsugi Bashi for Tokyo-fu Stress of Side span K･I 19350419 - - SJ 方眼 普通 鉛筆  
54 - 49 Yotsugi Bashi for Tokyo-fu Stress in Side span due to horizontal thrust K･I 19350419 - - SJ 方眼 普通 鉛筆  
55 - 50 Yotsugi Bashi for Tokyo-fu Stress in Side span due to D.L. thrust K･I 19350419 - - SJ 方眼 普通 鉛筆  
56 - 51 Yotsugi Bashi for Tokyo-fu Summary of stresses in side span K.Inaba 19350419 - - SJ 方眼 普通 鉛筆  
57 - 52 Yotsugi Bashi for Tokyo-fu Stress Diagram of side span K･I 19350420 - - SJ 方眼 普通 鉛筆 ×印
58 - 52R Yotsugi Bashi for Tokyo-fu Stress Diagram of side span K.Inaba 19350422 - - SJ 方眼 普通 鉛筆  
59 - 53R Yotsugi Bashi for Tokyo-fu Section of members K.Inaba 19350422 - - SJ 方眼 普通 鉛筆  
60 - 54R Yotsugi Bashi for Tokyo-fu Section of members (続) K.Inaba 19350422 - - SJ 方眼 普通 鉛筆  
61 - 54 Yotsugi Bashi for Tokyo-fu 応力計算 K.Inaba 19350420 - - SJ 方眼 普通 鉛筆 ×印
62 - 55 Yotsugi Bashi for Tokyo-fu Approximate weight of main truss for anchor span with cantilever arm K.Inaba 19350423 - - SJ 方眼 普通 鉛筆  
63 - 56 Yotsugi Bashi for Tokyo-fu Design of Suspended span,
Influence line of Axial stress in chord members		 K.Inaba 19350422 - - SJ 方眼 普通 鉛筆  
64 - 57 Yotsugi Bashi for Tokyo-fu Influence line of moment in chord member, Influence line of moment M for each chord, Stresses in chord members K.Inaba 19350422 - - SJ 方眼 普通 鉛筆  
65 - 58 Yotsugi Bashi for Tokyo-fu Stress diagram of suspended truss, Approximate weight of suspended truss, Summary of structural state for the entire bridge K.Inaba 19350422 - - SJ 方眼 普通 鉛筆  
66 - - - アンカー,張出し部トラス骨組図 - - - - - - - 鉛筆  
67 - 59 Yotsugi Bashi for Tokyo-fu Cantilever type of Straight Middle chord,
Design of Suspended span		 K.Inaba 19350423 - - SJ 方眼 普通 鉛筆 第5案：ゲルバートラス(直弦中弦材)
68 - 60 Yotsugi Bashi for Tokyo-fu Stress of each member in suspended span,
Approx. weight of suspended truss		 K.Inaba 19350424 - - SJ 方眼 普通 鉛筆  
69 - 61 Yotsugi Bashi for Tokyo-fu Approximate weight of suspended truss K･I 193504 - - SJ 方眼 普通 鉛筆 標題のみ
70 - 62 Yotsugi Bashi for Tokyo-fu Design of Anchor span with cantilever arm,
Unit load train throughout the Center span		 K･I 19350424 - - SJ 方眼 普通 鉛筆  
71 - 63 Yotsugi Bashi for Tokyo-fu Stress in each member of stiffening truss in case of Center span fully loaded K･I 19350424 - - SJ 方眼 普通 鉛筆  
72 - 64 Yotsugi Bashi for Tokyo-fu Stress in each member of stiffening truss in case of Center span fully loaded (続) K･I 19350424 - - SJ 方眼 普通 鉛筆  
73 - 65 Yotsugi Bashi for Tokyo-fu Stress in each member of stiffening truss in case of Center span fully loaded (続) K.Inaba 19350425 - - SJ 方眼 普通 鉛筆  
74 - 66 Yotsugi Bashi for Tokyo-fu Side span as a simple truss K.Inaba 19350425 - - SJ 方眼 普通 鉛筆  
75 - 67 Yotsugi Bashi for Tokyo-fu Summary of stresses in truss members K･I 19350425 - - SJ 方眼 普通 鉛筆  
76 - 68 Yotsugi Bashi for Tokyo-fu Summary of stresses in truss members (続) K.Inaba 19350425 - - SJ 方眼 普通 鉛筆  
77 - 69 Yotsugi Bashi for Tokyo-fu Summary of stresses in truss members (続) K･I 19350425 - - SJ 方眼 普通 鉛筆  
78 - 70 Yotsugi Bashi for Tokyo-fu Strain Diagram K.Inaba 19350426 - - SJ 方眼 普通 鉛筆  
79 - 71 Yotsugi Bashi for Tokyo-fu Approximate weight of main truss for anchor span with cantilever arm K.Inaba 19350426 - - SJ 方眼 普通 鉛筆  
80 - - - ランガートラス骨組図 - - - - - - - 鉛筆  
81 - 72 Yotsugi Bashi for Tokyo-fu Summary of Structural steel required for the entire bridge K.Inaba 19350426 - - SJ 方眼 普通 鉛筆  
© Japan Society of Civil Engineers, JSCE Library