‘“c~ŽŠÖŒWŽ‘—¿@ÝŒvŒvŽZ‘

14. ”’•E‹´ (PDF/60.9MB)

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1 - - ”’颋´˜¬ŽZÝŒv‘@‘å³\ŒÜ”N˜ZŒŽ •\ކ - - - - JN •ûŠá •’Ê ‰”•M  
2 - 1 Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture ÝŒvðŒ J¥M - - - ‚r‚m •ûŠá •’Ê ‰”•M  
3 - 2 Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture Design of Floor slabs J¥M 19260607 - - ‚r‚m •ûŠá •’Ê ‰”•M  
4 - 3 Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture Assumed Cross Section of bridge J.masuda - - - ‚r‚m •ûŠá •’Ê ‰”•M  
5 - 4 Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture Longitudinal stringer J.masuda 19260607 - - ‚r‚m •ûŠá •’Ê ‰”•M  
6 - 5 Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture Sidewalk slab, Floor Beam J.masuda 19260607 - - ‚r‚m •ûŠá •’Ê ‰”•M  
7 - 6 Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture Floor Beam (‘±) J¥M 19260607 - - ‚r‚m •ûŠá •’Ê ‰”•M  
8 - 7 Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture Lateral Bracings J¥M 19260607 - - ‚r‚m •ûŠá •’Ê ‰”•M  
9 - 8 Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture Top lateral Bracings, Approximate of tied arch, Side spans J¥M 19260607 - - ‚r‚m •ûŠá •’Ê ‰”•M  
10 - 9 Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture ƒ‚[ƒƒ“ƒgŒvŽZ J.masuda 19260607 - - ‚r‚m •ûŠá •’Ê ‰”•M  
11 - 10 Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture Design of piers J¥M 19260608 - - ‚r‚m •ûŠá •’Ê ‰”•M  
12 - 11 Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture Concrete in pier J.masuda 19260614 - - ‚r‚m •ûŠá •’Ê ‰”•M  
13 - 12 Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture excavation, Estimate of Deck, Summary of cost J.masuda 19260615 - - ‚r‚m •ûŠá •’Ê ‰”•M  
14 - 13 Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture Approximate weights of stringers and Joints J.masuda 19260616 - - ‚r‚m •ûŠá •’Ê ‰”•M  
15 - 14 Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture Approximate weights of tied arch J¥M 19260617 - - ‚r‚m •ûŠá •’Ê ‰”•M  
16 - 15 Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture Substructure :Approximate vol of concrete J¥M 19260617 - - ‚r‚m •ûŠá •’Ê ‰”•M  
17 - 16 Preliminary Estimate of Shirahige- Bashi Tokyo@Prefecture Estimate of Deck, Summary of Cost J¥M 19260617 - - ‚r‚m •ûŠá •’Ê ‰”•M  
18 - 17 Revised Preliminary Design of Shirahige- Bashi for Tokyo Prefecture Œ…’f–Ê} J¥M 19260712 - - ‚r‚m •ûŠá •’Ê ‰”•M  
19 - 18 Revised Preliminary Design of Shirahige- Bashi for Tokyo Prefecture slab under tracks, motor truck loadings, 30ton Electric Ry car J.masuda 19260712 - - ‚r‚m •ûŠá •’Ê ‰”•M  
20 - 19 Revised Preliminary Design of Shirahige- Bashi for Tokyo Prefecture ‰×dAƒ‚[ƒƒ“ƒgŒvŽZ J.masuda 19260712 - - ‚r‚m •ûŠá •’Ê ‰”•M  
21 - 20 Revised Estimate of Shirahige- Bashi for Tokyo Prefecture ‰×dAƒ‚[ƒƒ“ƒgŒvŽZ (‘±) J¥M 19260712 - - ‚r‚m •ûŠá •’Ê ‰”•M  
22 - 21 Revised Estimate of Shirahige- Bashi for Tokyo Prefecture ‰×dAƒ‚[ƒƒ“ƒgŒvŽZ (‘±), Highway flooring J¥M 19260713 - - ‚r‚m •ûŠá •’Ê ‰”•M  
23 - 22 Revised Estimate of Shirahige- Bashi for Tokyo Prefecture Highway stringer J.masuda 19260713 - - ‚r‚m •ûŠá •’Ê ‰”•M  
24 - 23 Revised Estimate of Shirahige- Bashi for Tokyo Prefecture Design of floor beam J.masuda 19260713 - - ‚r‚m •ûŠá •’Ê ‰”•M  
25 - 24 Revised Estimate of Shirahige- Bashi for Tokyo Prefecture Approximate weight of one intermediate floor beam complete J¥M 19260714 - - ‚r‚m •ûŠá •’Ê ‰”•M  
26 - 25 Revised Estimate of Shirahige- Bashi for Tokyo Prefecture °‘g‚̉×dŒvŽZ J¥M 19260714 - - ‚r‚m •ûŠá •’Ê ‰”•M  
27 - 26 Revised Estimate of Shirahige- Bashi for Tokyo Prefecture Approximate weight of lateral bracing J¥M 19260714 - - ‚r‚m •ûŠá •’Ê ‰”•M  
28 - 27 Revised Estimate of Shirahige- Bashi for Tokyo Prefecture Cantilever Tied arch J.masuda 19260714 - - ‚r‚m •ûŠá •’Ê ‰”•M  
29 - 28 Revised Estimate of Shirahige- Bashi for Tokyo Prefecture Summary for trusses J.masuda 19260714 - - ‚r‚m •ûŠá •’Ê ‰”•M  
30 - - º˜a“ñ”N‹ãŒŽ¬@“Œ‹ž•{@”’颋´ÝŒvXŽZ‘@‹yÞ—¿’²‘ •\ކ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
31 - 1 Design of Shirahige- Bashi for Tokyo Prefecture ÝŒvðŒ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
32 - 2 Design of Shirahige- Bashi for Tokyo Prefecture ÝŒvðŒ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
33 - 3 Design of Shirahige- Bashi for Tokyo Prefecture Assumed Cross Section of bridge - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
34 - 4 Design of Shirahige- Bashi  Slab under carriage way, Slab under electric Railway Tracks J¥M, Y¥O - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
35 - 5 Design of Shirahige- Bashi  ‰×dAƒ‚[ƒƒ“ƒgŒvŽZ, Sidewalk slab M, O - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
36 - 6 Design of Shirahige- Bashi  Transverse Joint under Electric Ry Track,
Stringer S1 under Electric Railway Tracks
J¥M, Y¥O - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
37 - 7 Design of Shirahige- Bashi  Stringer S2 at Edge of Electric Railway Tracks J¥M, Y¥O - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
38 - 8 Design of Shirahige- Bashi  Highway stringers S3-S4-S5, Stringer S6 at curb line J¥M, Y¥O - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
39 - 9 Design of Shirahige- Bashi  Sidewalk stringer S7 and S8, Fascia stringer S9 M, O - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
40 - 10 Design of Shirahige- Bashi  Estimate Floor Beams and Cantilever Bracket,
Floor Beam between trusses, Dead Load
M, O - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
41 - 11 Design of Shirahige- Bashi  Summary for Dead Load moments and shear, Live Load,
Reaction on stringer
M, O - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
42 - 12 Design of Shirahige- Bashi  Max Live Load Shear, Summary for moment M, O - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
43 - 13 Design of Shirahige- Bashi  Section of Floor Beam, Revised moment at center,
Moment diagram and Section of floor beam
M, O - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
44 - 14 Design of Shirahige- Bashi  ‘¤–Ê}A’f–Ê} - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
45 - 15 Design of Shirahige- Bashi  ƒA[ƒ`•”‘¤–Ê} - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
46 - 16 Design of Shirahige- Bashi  ƒA[ƒ`•”‘¤–Ê} - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
47 - 17 Design of Shirahige- Bashi  ƒA[ƒ`ƒŠƒuÀ•WE¡–@ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
48 - 18 Design of Shirahige- Bashi  ƒA[ƒ`ƒŠƒuŒvŽZ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
49 - 19 Design of Shirahige- Bashi  ƒA[ƒ`ƒŠƒuŒvŽZ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
50 - 20 Design of Shirahige- Bashi  ƒA[ƒ`ƒŠƒuŒvŽZ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
51 - 21 Design of Shirahige- Bashi  ƒA[ƒ`ƒŠƒuŒvŽZ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
52 - 22 Design of Shirahige- Bashi  ƒA[ƒ`ƒŠƒuŒvŽZ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
53 - 23 Design of Shirahige- Bashi  ƒA[ƒ`ƒŠƒuŒvŽZ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
54 - 24 Design of Shirahige- Bashi  ƒA[ƒ`ƒŠƒuŒvŽZ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
55 - 25 Design of Shirahige- Bashi  ƒA[ƒ`ƒŠƒuŒvŽZ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
56 - 26 Design of Shirahige- Bashi  ƒA[ƒ`ƒŠƒuŒvŽZ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
57 - 27 Design of Shirahige- Bashi  ƒA[ƒ`ƒŠƒuŒvŽZ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
58 - 28 Design of Shirahige- Bashi  ƒA[ƒ`ƒŠƒuŒvŽZ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
59 - 29 Design of Shirahige- Bashi  ƒA[ƒ`ƒŠƒuŒvŽZ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
60 - 30 Design of Shirahige- Bashi  ƒA[ƒ`ƒŠƒuŒvŽZ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
61 - 31 Design of Shirahige- Bashi  ƒA[ƒ`ƒŠƒuŒvŽZ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
62 - 32 Design of Shirahige- Bashi  ƒA[ƒ`ƒŠƒuŒvŽZ - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
63 - 33 Design of Shirahige- Bashi  Influence Surface for upper chords - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
64 - 34 Design of Shirahige- Bashi  Influence Surface for Lower chords - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
65 - 35 Design of Shirahige- Bashi  Influence Surface for Diagonals - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
66 - 36 Design of Shirahige- Bashi  Influence Surface for Verticals - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
67 - 37 Design of Shirahige- Bashi  Panel Dead Load on truss, Live Load J¥M - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
68 - 38 Design of Shirahige- Bashi  Design of Side span - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
69 - 39 Design of Shirahige- Bashi  Stress and section of Center span with cantilever arms - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
70 - 40 Design of Shirahige- Bashi  Upper chord stresses and sections,
Lower chord & Middle chord stress and sections
- - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
71 - 41 Design of Shirahige- Bashi  Diagonal stresses and sections,
stress and Required Sections of Verticals
- - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
72 - 42 Design of Shirahige- Bashi  Ties, Stress of Hanger and Required Section, Load on Pin,
Load on shoe, Bottom Lateral Bracings for side span
- - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
73 - 43 Design of Shirahige- Bashi  Bottom Lateral Bracings for Center span including cantilever arms - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
74 - 44 Design of Shirahige- Bashi  Section of truss J¥M 19270919 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
75 - 45 Design of Shirahige- Bashi  Section of truss J¥M 19270919 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
76 - 46 Design of Shirahige- Bashi  Section of truss - - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
77 - 47 Design of Shirahige- Bashi  Section of truss J¥M 19270919 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
78 - 48 Design of Shirahige- Bashi  Section of truss J¥M 19270919 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
79 - 49 Shirahige- Bashi for Tokyofu  Design of well for Pier, Seismic stability of Pier K.Inaba 19270527 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
80 - 50 Shirahige- Bashi for Tokyofu  Stability of Pier at normal state for full load K.Inaba 19270527 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
81 - 51 Shirahige- Bashi for Tokyofu  Pressure on well K.Inaba 19270528 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
82 - 52 Shirahige- Bashi for Tokyofu  Pressure on well (‘±), Vertical Reinforcements in the shaft K.Inaba 19270530 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
83 - 53 Shirahige- Bashi for Tokyofu  Vertical Reinforcements K.Inaba 19270601 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
84 - 54 Shirahige- Bashi for Tokyofu  Vertical Reinforcements (‘±) K.Inaba 19270601 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
85 - 55 Shirahige- Bashi for Tokyofu  Vertical Reinforcements (‘±) K.Inaba 19270601 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
86 - 56 Shirahige- Bashi for Tokyofu  Outer shell, Inner shell, Diaphragm K.Inaba 19270602 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
87 - 57 Shirahige- Bashi for Tokyofu  Buoyancy of water on well during excavation K.Inaba 19270602 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
88 - 58 Shirahige- Bashi for Tokyofu  ‹´‘ä¡–@} K.Inaba - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
89 - 59 Shirahige- Bashi for Tokyofu  Design of abutment, Parapet wall K.Inaba 19270613 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
90 - 60 Shirahige- Bashi for Tokyofu  Parapet wall (‘±), Hor. Strut ( Curtain wall ) K.Inaba 19270613 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
91 - 61 Shirahige- Bashi for Tokyofu  Hor. Strut ( Curtain wall ) (‘±) K.Inaba 19270614 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
92 - 62 Shirahige- Bashi for Tokyofu  Shaft K.Inaba 19270614 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
93 - 63 Shirahige- Bashi for Tokyofu  Shaft (‘±) K.Inaba 19270615 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
94 - 64 Shirahige- Bashi for Tokyofu  Shaft (‘±) K.Inaba 19270615 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
95 - 65 Shirahige- Bashi for Tokyofu  Foundation K.Inaba 19270615 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
96 - 66 Shirahige- Bashi for Tokyofu  Foundation (‘±) K.Inaba 19270616 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
97 - 67 Shirahige- Bashi for Tokyofu  Foundation (‘±) K.Inaba 19270617 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
98 - 68 Shirahige- Bashi for Tokyofu  Foundation (‘±) K.Inaba 19270617 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
99 - 69 Shirahige- Bashi for Tokyofu  Cantilever footing at toe K.Inaba 19270617 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
100 - 70 Shirahige- Bashi for Tokyofu  Cantilever footing at heel, Wing wall K.Inaba 19270617 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
101 - 71 Shirahige- Bashi for Tokyofu  Wing wall (‘±) K.Inaba 19270617 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
102 - 72 Shirahige- Bashi for Tokyofu  ‹´‘ä‚ÌŠî‘b‰¼’÷Ø (open caisson) K.Inaba - - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
103 - 73 Shirahige- Bashi for Tokyofu  Design of Open Caisson for foundation of abutment K.Inaba 19270620 - - ‚r‚m •ûŠá •’Ê ƒyƒ“  
104 - 74 Shirahige- Bashi for Tokyofu  Design of Open Caisson for foundation of abutment (‘±) K.Inaba 19270620 - - ‚r‚m •ûŠá •’Ê ƒyƒ“