Bird's-eye View of OSAKA City
淀川流域 淀川
|
Road Bridge 1等橋 |
National Road |
43 |
Steel |
Arch : Bogen |
Langer Arch |
Through |
|
5 Spans Arch |
765.1:18.5+6*33.21+5*64.26
+6*33.21+18.5 |
64.3 |
17.0 |
大阪府/近畿地方建設局 |
大阪鐵工所・汽車製造 拡幅:日本橋梁 |
大阪市此花区伝法3~西淀川区福町2 |
・昭和33年側径間部を拡幅 |
|
淀川橋梁 |
YODO River Railway Bridge |
|
Railway Bridge |
HANSHIN Electric Railway NISHI-OSAKA Line |
|
Steel |
Truss : Fachwerk |
Pratt Truss |
Through |
Parallel C. |
6 Spans Truss |
758.3: (6*31.6) |
31.6 |
2-L |
阪神電気鉄道㈱ |
横河橋梁製作所(大阪工場)/1922 石川島播磨重工業 |
|
淀川橋梁 |
YODO River Railway Bridge |
|
Railway Bridge |
HANSHIN Electric Railway |
|
Steel |
Truss : Fachwerk |
Warren Truss |
Through |
Parallel C. |
|
780.896:60.0+10*64.5+60.0 |
64.5 |
2-L |
|
淀川大橋 |
YODO River Ohashi Bridge |
|
Road Bridge 1等橋 |
National Road |
2 |
Steel |
Truss : Fachwerk |
Warren Truss |
Deck |
Parallel C. |
|
729.7:(22.10+10*21.95+22.23)+(6*32.92)
+(22.23+10*21.95+22.10) |
32.92 |
20.12:16.46
+2@1.83 |
|
下淀川橋梁 |
SHIMO-YODO River Railway Bridge |
|
Railway Bridge KS-18 |
TOKAIDU Line |
|
Steel |
Truss : Fachwerk |
Warren Truss |
Through |
Parallel C. |
12 Spans Truss |
762.55:10*64.2+42.8+64.2 |
64.2 |
2*(2-L) |
日本国有鉄道 |
汽車 駒井 松尾 春本 高田 横河 三菱 片山 日橋 瀧上 |
大阪市福島区海老江3丁目~淀川区塚本1 大阪-塚本 |
|
|
十三専用橋 |
JUSO Telegraph Bridge |
|
Telegraph Bridge |
|
|
Steel |
Arch : Bogen |
Trussed Langer |
Through |
Pipe |
7 Spans Arch |
788.7:67.0+108.1+5*88.8+111.02+47.68 |
111.02 |
|
近畿地方建設局 |
片山 新日鐵 東骨 NKK 日塔 松尾 |
|
|
Road Bridge |
National Road |
176 |
Steel |
Arch : Bogen |
Braced Rib Tied Arch |
Through |
|
|
681.2:5*32.5+5*64.0+5*32.5+2*12.8 |
64.0 |
20.0:14.5+2@2.75 |
大阪府 |
大阪鐵工所・横河橋梁製作所・汽車製造・日本橋梁 |
大阪市北区中津7丁目1~淀川区新北野1 |
ゲルバー式鋼鈑桁 Plate Girder:大阪鐵工所/Arch:横河橋梁製作所・汽車製造/Plate Girder:日本橋梁 |
|
新淀川橋梁 |
SHIN-YODO River Railway Bridge |
|
Railway Bridge |
HANKYU Railway TAKARADUKA Line, KOBE Line |
|
Steel |
Truss : Fachwerk |
Pratt Truss |
Through |
Parallel C. |
|
688.0: 10*30.4 |
30.4 |
2*(2-L) |
|
新淀川橋梁 |
SHIN-YODO River Railway Bridge |
|
Railway Bridge |
HANKYU Railway KYOTO Line |
|
Steel |
Girder : Balken |
Plate Girder |
Deck |
|
28 Spans Single |
688.0 |
32.1 |
2-L |
|
|
Aqueduct |
|
|
Steel |
Truss : Fachwerk |
Pratt Truss |
Through |
Parallel C. |
8 Spans Truss |
297.0 |
36.9 |
|
|
淀川橋梁 |
YODO River Railway Bridge |
|
Railway Bridge E-17 |
OSAKA Municipal Transportation |
|
Steel |
Arch : Bogen |
Langer Arch |
Through |
|
3 Spans Gerbar |
230.0:57.5+115.0+57.5 |
115.0 |
2-L |
大阪市御堂筋線建設事務所 |
日立造船 横河橋梁製作所 |
大阪市北区豊崎6丁目18~淀川区西中島1丁目11 中津-西中島南方 |
|
|
上淀川橋梁 |
KAMI-YODO River Railway Bridge |
|
Railway Bridge KS-18 |
TOKAIDO Line IN-Bound |
358 |
Steel |
Truss : Fachwerk |
Pratt Truss |
Through |
Parallel C. |
22 Spans Single |
729.28:22*31.623(103'-9") |
31.623 |
2-L |
鉄道院/JR西日本 |
Roberts Co, Pencoyd Iron Works/1899 |
|
上淀川橋梁貨物線 |
KAMI-YODO River Railway Bridge |
|
Railway Bridge E-45 |
TOKAIDU Line (Cargo) |
|
Steel |
Truss : Fachwerk |
Warren Truss |
Through |
Parallel C. |
|
729.28:3*31.623(103-9")
+2*47.396(155'-6")+16*31.623(103-9") |
47.396 |
2-L |
|
|
Road Bridge 1等橋 |
Regional Road |
|
Steel |
Arch : Bogen |
Nielsen Arch |
Through |
Basket Handle |
|
655.6 |
153.0 |
17.0+3.0 |
大阪市北区天神橋8~東淀川区柴島1 |
1980度土木学会田中賞 1909年ポニートラス架設 |
|
淀川橋梁 |
YODO River Railway Bridge |
|
Railway Bridge |
HANKYU Railway SENRI Line |
|
Steel |
Truss : Fachwerk |
Warren Truss |
Through |
Parallel C. |
9 Spans Single |
666.0:3*69.3+5*76.0+66.4 |
76.0 |
2-L |
大阪市北区天神橋8~東淀川区柴島2 天神橋筋六丁目-柴島 |
|
|
|
Aqueduct |
|
|
Steel |
Arch : Bogen |
Langer Arch |
Through |
|
|
621.4:3*70.5+3*78.4+79.8+78.4 |
79.8 |
|
近畿地方建設局 |
片山ストラテック 日立造船 丸誠重工業 久保田鉄工 |
|
柴島水管橋 |
SHIBASHIMA Aqueduct |
|
Aqueduct |
|
|
Steel |
Arch : Bogen |
Langer Arch |
Through |
|
9 Spans Arch |
697.825:2*80.0+3*76.775
+3*80.0+45.0 |
80.0 |
|
近畿地方建設局 |
片山 新日鐵 東骨 鋼管 日塔 松尾 |
|
淀川橋梁 |
YODO River Railway Bridge |
|
Railway Bridge KS-18 |
JOTO Cargo |
|
Steel |
Truss : Fachwerk |
Warren Truss |
Through |
Parallel C. |
|
610.739:18*31.6 |
31.6 |
1-L |
大阪市都島区大東町3丁目~東淀川区東淡路1丁目 |
別名:赤川鉄橋 単線で使用、片側一般歩道 |
|
菅原城北大橋 |
SUGAWARA-JOHOKU Ohashi Bridge |
|
Road Bridge TL-20 |
|
|
Steel |
Cable-Stayed Bridge |
|
|
|
3 Spans Cont. |
478.8:119.0+238.0+119.0 |
238.0 |
2@(7.25+3.5) |
大阪市 |
日立造船・松尾橋梁・三菱重工業・横河橋梁 日本橋梁 |
|
菅原城北橋アプローチ橋 |
Approach Bridge of SUGAWARA-JOHOKU Bridge |
|
Road Bridge TL-20 |
|
|
PC |
Arch : Bogen |
Fixed Arch |
Deck |
Open Spandrel |
|
157.0 |
|
|
|
豊里大橋 |
TOYOSATO Ohashi Bridge |
|
Road Bridge TL-20 |
National Road |
479 |
Steel |
Cable-Stayed Bridge |
|
|
|
3 Spans Cont. |
561.25:59.9+(80.5+216.0+80.5)
+60.0+59.9 |
216.0 |
2@(7.5+1.5) |
大阪市 |
三菱重工業・日立造船 側径間:日本橋梁・片山ストラテック |
大阪市旭区太子橋1~東淀川区豊里3 |
日本万国博覧会の関連道路の一環として整備 |
|
鳥飼大橋:撤去 |
TORIKAI Ohashi Bridge : Remove |
|
Road Bridge |
Regional Road |
2 |
Steel |
Truss : Fachwerk |
Warren Truss |
Through |
Variable C. S. |
Cantilever |
546.9:43.7+7*65.5+43.7 |
65.5 |
7.5 |
|
淀川橋梁 |
YODO Rivr New-Transit |
|
New Transit |
OSAKA New Transit |
|
Steel |
Arch : Bogen |
Nielsen Arch |
Through |
Basket Handle |
5 Spans Arch |
87.0+130.0+197.0+130.0+87.0 |
197.0 |
2-L |
|
鳥飼仁和寺大橋 |
TORIKAI-NINNAJI Ohashi Bridge |
|
Road Bridge TL-20 |
|
|
Steel |
Cable-Stayed Bridge |
|
|
|
3 Spans Cont. |
688.0:(124.8+200.0+61.3)
+3@79.0+63.5 |
200.0 |
2@(7.25+3.0) |
|
|
Aqueduct |
|
|
Steel |
Arch : Bogen |
Langer Arch |
Through |
Pipe |
9 Spans Arch |
|
|
|
|
|
Road Bridge |
|
|
Wrought Iron |
Truss : Fachwerk |
Warren Truss |
Through |
Pony Parallel C. (Pin) |
|
33.234 |
22.8 |
4.5 |
大阪市北区中津7丁目 |
1874年に大阪神戸間に国鉄に使用、日本最古の鉄道の鉄橋
下十三川橋として架設されたものを、十三橋に転用、さらに移設 |
|
長柄運河橋梁 |
NAGARA Canal Railway Bridge |
|
Railway Bridge |
HANKYU Railway
TAKARADUKA Line, KOBE Line |
|
Steel |
Truss : Fachwerk |
Pratt Truss |
Through |
Parallel C. |
Single |
|
|
2-L |
|
安治川
天保山大橋 |
TENPOZAN Ohashi Bridge |
|
Road Bridge TL-20・TT-43 |
HANSHIN Expressway |
|
Steel |
Cable-Stayed Bridge |
|
|
|
3 Spans Cont. |
640.0:120.0+350.0+170.0 |
350.0 |
27.25~39.25 |
阪神高速道路公団 |
日立造船・石川島播磨重工業・松尾橋梁
・三井造船・日本鋼管JV |
大阪市港区築港3丁目~此花区桜島1丁目 |
1990年土木学会田中賞 |
|
|
Road Bridge TL-20・TT-43 |
HANSHIN Expressway |
|
Steel |
Girder : Balken |
Box Girder |
|
|
|
|
|
|
|
|
Road Bridge B活荷重 |
National Road |
43 |
Steel |
Girder : Balken |
Box Girder |
|
Variable C.S. |
3 Spans Cont. |
208.0:54.0+100.0+54.0 |
100.0 |
2@(13.5+2.5) |
近畿地方建設局 |
横河橋梁製作所/1962 汽車製造/1970 |
|
安治川橋梁 |
AJI River Railway Bridge |
|
Railway Bridge KS-16 |
OSAKA-KANJU Line |
|
Steel |
Arch : Bogen |
Langer Arch |
Through |
|
|
173.6:24.5+120.0+28.5 |
120.0 |
2-L |
|
安治川橋梁 |
AJI River Railway Bridge |
|
Railway Bridge P-180 |
NISHI-OSAKA Railway |
|
Steel |
Arch : Bogen |
Trussed Langer |
Through |
|
Single |
89.0 |
87.0 |
2-L |
|
旧淀川(堂島川)
堂島川水管橋 |
DOJIMA River Aqueduct |
|
Aqueduct |
|
|
Steel |
Arch : Bogen |
Nielsen Arch |
Through |
Pipe |
Single |
51.0 |
49.5 |
|
|
|
Road Bridge |
|
|
Steel |
Girder : Balken |
Plate Girder |
|
Variable C.S. |
3 Spans Gerber |
77.0 |
30. |
24.0 |
|
堂島大橋 |
DOJIMA Ohashi Bridge |
|
Road Bridge |
National Road |
418 |
Steel |
Arch : Bogen |
2 Hinged Solid Rib Arch |
Through |
|
|
76.12(249ft9in) |
54.7 |
22.56(74ft) |
|
|
Road Bridge |
Regional Road |
|
Steel |
Girder : Balken |
Plate Girder |
|
Variable C.S. |
5 Span Gerbar |
78.0:6.1+17.8+23.0+17.8+6.1 |
23.0 |
12.3 |
|
中之島第1工区 |
No.1 NAKANOSHIMA Viaduct |
|
Road Bridge TL-20 |
HANSHIN Expressway |
|
Steel |
Girder : Balken |
Composite Box Girder |
|
|
3 Spans Cont. |
192.8:60.0+72.0+60.0 |
72.0 |
13.1 |
|
|
Road Bridge 1等橋 |
National Road |
25 |
RC |
Arch : Bogen |
Fixed Arch |
Deck |
Filled Spandrel |
|
81.5:8.5+26.25+26.25+8.5 |
26.25 |
36.5 |
大阪市北区中之島1~西天満2 |
淀屋橋と同型式、デザイン懸賞 1910年 トラス橋 |
|
|
Footway Bridge |
|
|
RC |
Arch : Bogen |
Fixed Arch |
Deck |
Open Spandrel |
|
72.33 |
15.2 |
9.0 |
|
|
Road Bridge |
|
|
Steel |
Girder : Balken |
Plate Girder |
|
Variable C.S. |
3 Spans Gerber |
98.15:29.53+38.18+29.53 |
38.18 |
2@(3.5+2.0) |
|
土佐堀川
端建蔵水管橋 |
HATATEKURA Aqueduct |
|
Aqueduct |
|
|
Steel |
Arch : Bogen |
Trussed Langer |
Through |
Pipe |
Single |
95.4 |
94.0 |
|
|
|
Aqueduct |
|
|
Steel |
Arch : Bogen |
Langer Arch |
Through |
Pipe |
Single |
51.0 |
49.5 |
|
|
|
Footway Bridge |
|
|
Steel |
Girder : Balken |
Plate Girder |
|
Variable C.S. |
3 Spans Gerber |
71.01:20.53+28.95+20.53 |
28.95 |
3.8 |
大阪市西区土佐堀2~北区中之島5 |
昭和39年打上(川田工業)、歩道橋に改築 |
|
|
Road Bridge |
|
|
Steel |
Girder : Balken |
Plate Girder |
|
Variable C.S. |
3 Spans Gerber |
69.0:19.5+29.0+19.5 |
29.0 |
14.6 |
大阪市西区土佐堀1~北区中之島3 |
1966拡幅 昭和39年打上 |
|
|
Footway Bridge |
|
|
RC |
Arch : Bogen |
Fixed Arch |
Deck |
Open Spandrel |
|
55.27 |
15.0 |
10.6 |
|
|
Road Bridge |
National Road |
26 |
RC |
Arch : Bogen |
Fixed Arch |
Deck |
Filled Spandrel |
3 Spans Arch |
53.5 |
28.0 |
36.5 |
大阪市中央区北浜3~北区中之島1 |
命名は江戸時代の豪商淀屋が木橋を架設したことから |
|
旧淀川(大川)
|
Road Bridge |
Regional Road |
|
Steel |
Arch : Bogen |
2 Hinged Arch |
Deck |
|
|
187.5 |
24.0 |
21.75 |
|
|
Footway Bridge |
|
|
RC |
Arch : Bogen |
Fixed Arch |
Deck |
Filled Spandrel |
2 Spans Arch |
|
|
|
|
|
Road Bridge 1等橋 |
|
|
Steel |
Arch : Bogen |
2 Hinged Solid Rib Arch |
Deck |
|
|
210.7:16.5+4.0+(62.0+4.0+
37.7+4.0+54.5)+4.0+24.0 |
62.0 |
22.0:15.8+2@3.1 |
|
天神橋歩道橋 |
TENJIN-BASHI Footway Bridge |
|
Road Bridge 2等橋 |
|
|
Steel |
Cable-Stayed Bridge |
|
|
|
|
75.3 |
|
|
|
|
Road Bridge |
Regional Road |
|
Steel |
Girder : Balken |
Box Girder |
|
Variable C.S. |
Cantilever (Gerbar) |
151.0:44.5+61.0+44.5 |
61.0 |
19.0:2*6.5+2@3.0 |
|
天満かさね橋 |
TENMA-KASANE Bridge |
|
Road Bridge 1等橋 |
|
|
Steel |
Rigid-Frame |
Box Girder |
|
|
|
474.0 162.3:51.6+61.0+45.9 |
61.0 |
13.0:2@6.5 |
|
|
Footway Bridge |
|
|
Steel |
Cable-Stayed Bridge |
|
|
|
2 Spans Cont. |
129.15:87.5+40.65 |
87.5 |
3.0 |
大阪市都島区網島町2~北区天満1 |
1978年土木学会田中賞 |
|
櫻宮橋(1930) |
SAKURAMIYA Bridge(1930) |
|
Road Bridge 1等橋 |
National Road |
1 |
Steel |
Arch : Bogen |
3 Hinged Solid Rib Arch |
Through |
|
|
187.76:11.6+104.0+4*13.8 |
104.0 |
22.0:14.0+2@4.0 |
大阪市都島区中野町1~北区天満1 |
土木学会選奨土木遺産 |
|
新桜宮橋 |
SHIN-SAKURAMIYA Bridge |
|
Road Bridge B活荷重 |
National Road |
1 |
Steel |
Arch : Bogen |
Lohse Arch |
Through |
|
|
227.0:(30.0+45.6)+147.6 |
147.6 |
10.5+8.25 |
|
|
Road Bridge TL-20 |
|
|
Steel |
Girder : Balken |
Plate Girder |
|
Variable C.S. |
6 Spans Gerbar |
201.2: (左岸側より)
28.0+37.0+32.0+48.0+32.0+23.0 |
48.0 |
7.0+2@2.0 |
|
淀川橋梁 |
YODO River Railway Bridge |
|
Railway Bridge E-40 |
OSAKA-KANJU Line |
|
Steel |
Truss : Fachwerk |
Warren Truss |
Through |
Parallel C. |
|
191.7:2*47.092(154'-6")+6*15.392 |
47.092 |
2-L |
|
|
Road Bridge |
|
|
Steel |
Girder : Balken |
Plate Girder |
|
Variable C.S. |
3 Spans Gerbar |
145.0 |
43.0 |
26.0 |
大阪市都島区都島本通1~北区国分寺1 |
1979拡幅 |
|
|
Footway Bridge |
|
|
Steel |
Arch : Bogen |
Nielsen Arch |
Through |
|
|
237.0 |
104.0 |
4.0 |
大阪市都島区都島本通1~北区長柄東1 |
二重アーチ形式 |
|
|
Road Bridge TL-20 |
|
|
Steel |
Girder : Balken |
Composite Plate Girder |
|
Variable C.S. |
3 Spans Cont. |
150.0:39.5+55.0+54.5 |
55.0 |
24.0:16.0+2@4.0 |
大阪市都島区毛馬町1~北区長柄東3 |
我国初の3径間連続合成桁(プレストレス死活荷重合成) |
|
城北運河
|
Footway Bridge |
|
|
PC |
Girder : Balken |
Box Girder |
|
|
3 Spans Cont. |
105.0:30.0+45.0+30.0 |
45.0 |
3.0 |
|
大阪港
夢舞大橋 |
YUMEMAI Ohashi Bridge |
|
Road Bridge B活荷重 |
|
|
Steel |
Arch : Bogen |
Lohse Arch |
Half Through |
SWING Bridge |
|
410.0:65.0+280.0+65.0 |
280.0 |
31.2:2@10.75+2@4.0 |
大阪市 |
日立・三井・横河・春本JV 三菱・川重・松尾・片山JV
石川島播磨重工業 |
大阪市此花区北港緑地1丁目~夢洲東1丁目 |
夢洲舞洲連絡橋 旋回式浮体橋 開閉頻度1回/年 |
|
常吉大橋 |
TSUNEYOSHI Ohashi Bridge |
|
Road Bridge B活荷重 |
|
|
Steel |
Cable-Stayed Bridge |
|
|
|
3 Spans Cont. |
340.8:24.0+65.0+248.85 |
248.85 |
11.75 |
大阪市 |
駒井・川田・日橋・栗本JV 三井 サクラダ |
|
此花大橋 |
KONOHANA Ohashi Bridge |
|
Road Bridge TL-20・TT-43 |
|
|
Steel |
Suspension Bridge |
|
|
Self-anchored, Mono-Cable |
|
1570.6:120.0+300.0+120.0 |
300.0 |
2@(7.5+3.5) |
大阪市 |
日立造船・三菱重工業・横河橋梁製作所・川崎重工業JV |
|
|
Road Bridge TL-20・TT-43 |
HANSHIN Expressway |
|
Steel |
Rigid-Frame |
V Pier Rahmen |
|
Curved |
|
390.0:90.0+215.0+85.0 |
215.0 |
2@10.5~2@19.675 |
阪神高速道路公団大阪第三建設部 |
横河・瀧上・日車・片山JV |
|
|
Road Bridge TL-20・TT-43 |
HANSHIN Expressway |
|
Steel |
Truss : Fachwerk |
K Truss |
Double Deck |
Variable C. S. |
|
980.0:235.0+162.0+186.0+162.0+235.0 |
510.0 |
2@18.25 |
阪神高速道路公団大阪第三建設部 |
石播 川重 日立 三菱 横河 横河工 |
大阪市住吉区南港東9丁目~港区海岸通3丁目 |
1974年度土木学会田中賞 鋼材:HT80=4200T、HT70=1080T |
|
築港第4工区高架橋 |
CHIKUKO No.4 Viaduct |
|
Road Bridge |
HANSHIN Expressway |
|
Steel |
Truss : Fachwerk |
Pratt Truss |
Double Deck |
Parallel C. |
|
251.0 |
129.3 |
|
|
南港第2工区高架橋 |
NANKO No.2 Viaduct |
|
Road Bridge |
HANSHIN Expressway |
|
Steel |
Truss : Fachwerk |
Pratt Truss |
Double Deck |
Parallel C. |
|
200.0 |
99.2 |
|
|
|
Road Bridge B活荷重 |
|
|
Steel |
Arch : Bogen |
Braced Rib Arch |
Through |
|
2 Spans Cont. |
364.9:105.0+259.9 |
259.9 |
7.0+3.0 |
大阪市 |
日立造船 松尾橋梁・日本橋梁・横河ブリッジJV |
大阪市大正区鶴町4丁目~北恩加島2丁目 |
2003年土木学会田中賞 H14.11.04大ブロック架設(3,700t+2,200tFC相吊り) R=100m |
|
|
Road Bridge TL-20 |
|
|
Steel |
Girder : Balken |
Box Girder |
|
Variable C. S. |
3 Spans Gerbar |
275.0:75.0+125.0+75.0 |
125.0 |
13.5+2.5 |
|
|
Road Bridge TL-20・TT-43 |
|
|
Steel |
Arch : Bogen |
Lohse Arch |
Double Deck |
Mono Chord |
Single |
165.625 |
163.0 |
複線+2@12.7 |
大阪市住之江区南港東5丁目3~4丁目 |
1980年土木学会田中賞 |
|
正蓮寺川橋 |
SYORENJI River Bridge |
|
Road Bridge TL-20・TT-43 |
HANSHIN Expressway |
|
Steel |
Girder : Balken |
Box Girder |
|
Variable C. S. |
3 Spans Cont. |
534.5:118.5+235.0+179.4 |
235.0 |
27.25~45.25 |
阪神高速道路公団 |
川重 東骨 トピー 住重 栗本 日橋 日塔 春本 東日本 巴 |
|
|
Road Bridge |
|
|
Steel |
Girder : Balken |
Plate Girder |
|
Variable C.S. |
3 Spans Gerbar |
65.0 |
27.0 |
9.0 |
|
此花臨海bi |
KONOHANA-RINKAI Railway Bridge |
|
Railway Bridge EA-17 |
SAKURAJIMA Line |
|
Steel |
Truss : Fachwerk |
Warren Truss |
Through |
Parallel C. |
Single |
75.0 |
74.0 |
2-L |
|
新福崎橋 |
SHIN-FUKUSAKI Bridge |
|
Road Bridge 1等橋 |
|
|
Steel |
Arch : Bogen |
Trussed Langer |
Through |
|
Single |
58.0 |
56.8 |
14.0+2@2.25 |
|
|
Road Bridge TL-20 |
|
|
Steel |
Girder : Balken |
Plate Girder |
|
Variable C.S. |
3 Spans Gerbar |
59.0 |
24.0 |
8.8 |
|
|
Road Bridge TL-20 |
|
|
Steel |
Arch : Bogen |
Nielsen Arch |
Through |
|
Single |
61.0 |
59.6 |
2.5+10.0+2.5 |
|
西九条陸橋 |
NISHI-KUJO Over Pass |
|
Railway Bridge |
HANSHIN Electric Railway NISHI-OSAKA Line |
|
Steel |
Truss : Fachwerk |
Pratt Truss |
Deck |
Variable C. S. |
Single |
|
45.0 |
2-L |
|
木津川
新木津川大橋 |
SHIN-KIDU River Ohashi Bridge |
|
Road Bridge TL-20・TT-43 |
|
|
Steel |
Arch : Bogen |
Balanced Tied Arch |
Half Through |
Basket Handle |
Single |
2,445.0: (95.0+305.0+95.0:495.0) |
305.0 |
8.0+3.25 |
大阪市住之江区柴谷1~大正区船町1 |
中央下路式部分はバスケットハンドル型ニールセンローゼ、側径間上路部はフィーレンディール |
|
千本松大橋 |
SENBONMATSU Ohashi Bridge |
|
Road Bridge TL-20 |
Regional Road |
|
Steel |
Girder : Balken |
Composite Box Girder |
|
Variable C.S. |
3 Spans Cont. |
1253.5:12*38.5+(77.5+150.0+95.0)
+12*38.75 |
150.0 |
7.5+2.25 |
大阪市西成区南津守2~大正区南恩加島1 |
取付部はループR=37m、桁下34m |
|
|
Road Bridge |
|
|
Steel |
Arch : Bogen |
Braced Rib Tied Arch |
Through |
|
Single |
81.5 |
80.0 |
19.4:14.6+2@2.4 |
大阪市浪速区木津川1丁目10~大正区三軒屋東1丁目12 |
名前の由来は大正区と浪速区の一字ずつを取って |
|
木津川橋梁 |
KIDU River Railway Bridge |
|
Railway Bridge E-40 |
OSAKA-KANJU Line |
|
Steel |
Truss : Fachwerk |
Double Warren Truss |
Through |
Parallel C. |
|
106.0 |
94.9 |
2-L |
大阪市浪速区木津川1~大正区三軒屋東1 芦原橋-大正 |
斜角右53°26' |
|
|
Road Bridge |
|
|
Steel |
Girder : Balken |
Plate Girder |
|
Variable C.S. |
3 Spans Gerber |
63.6:19.20+24.38(80ft)+19.20 |
24.38 |
12.8:7.26+2@2.51 |
大阪市西区北堀江4~千代崎1 |
1956打上 1872年:跳開橋:BASCULE Bridge |
|
|
Road Bridge |
|
|
Steel |
Girder : Balken |
Plate Girder |
|
Variable C.S. |
3 Spans Gerber |
69.39:18.64+28.23+18.64 |
28.23 |
11.0:7.0+2@2.0 |
|
|
Road Bridge |
|
|
Steel |
Girder : Balken |
Plate Girder |
|
Variable C.S. |
3 Spans Gerber |
67.57:19.07+24.54+19.07 |
24.54 |
11.0:7.0+2@2.0 |
|
|
Road Bridge 1等橋 |
Regional Road |
|
Steel |
Arch : Bogen |
Solid Rib Tied Arch |
Through |
|
|
82.8 |
69.0 |
25.5:17.0+2@4.25 |
|
その他
|
Road Bridge TL-20 |
HANSHIN Expressway |
|
Steel |
Rigid-Frame |
Box Girder |
|
|
|
313.0,167.0 |
87.0 |
|
|
西本町高架橋 |
NISHIHONMACHI Viaduct |
|
Road Bridge TL-20 |
HANSHIN Expressway |
|
Steel |
Girder : Balken |
Box Girder |
|
|
|
239.0,80.0 |
70.0 |
|
|
|
Road Bridge |
Regional Road |
|
Steel |
Rigid-Frame |
π Rahmen I |
|
|
|
61.74:13.52+12.85+13.86+12.08+8.87 |
13.86 |
35.34:30.84+(1.5+3.0) |
|
尻無川
なみはや大橋 |
NAMIHAYA Ohashi Bridge |
|
Road Bridge TL-20・TT-43 |
|
|
Steel |
Girder : Balken |
Box Girder |
|
Variable C.S. |
3 Spans Cont. |
1,497.0: +(2@115.0+125.0)+
(169.35+250.0+159.35)+(2@95.0+115.3)+ |
250.0 |
7.5~11.0+3.0 |
大阪市 |
松尾 片山 川田 栗本 高田 日橋 鋼管
日塔 春本 丸誠 三菱 日立 駒井 |
|
岩崎運河橋梁 |
IWASAKI Canal Railway Bridge |
|
Railway Bridge E-40 |
OSAKA-KANJU Line |
|
Steel |
Truss : Fachwerk |
Double Warren Truss |
Through |
Parallel C. |
Single |
|
94.945 |
2-L |
大阪市大正区三軒家西1丁目6~西区千代崎3丁目3 弁天町-大正 |
斜角左53°26' |
|
尻無川橋梁 |
SHIRINASHI River Railway Bridge |
|
Railway Bridge KS-18 |
OSAKA-KANJU Line |
|
Steel |
Truss : Fachwerk |
Warren Truss |
Through |
Parallel C. |
|
46.08:32.310+13.50 |
32.31 |
2-L |
大阪市西区千代崎3~大正区三軒家西1 大正-弁天町 |
斜角左62゚40' |
|
|
Road Bridge B活荷重 |
Regional Road |
173 |
Steel |
Arch : Bogen |
Lohse Arch |
Through |
Mono Chord |
Single |
66.5 |
64.8 |
(9.75+10.5)+(3.25+9.0) |
|
東横堀川
|
Road Bridge |
|
|
Steel |
Arch : Bogen |
2 Hinged Solid Rib Arch |
Deck |
|
|
33.0 |
22.0 |
13.0 |
|
|
Road Bridge |
|
|
Steel |
Arch : Bogen |
2 Hinged Solid Rib Arch |
Deck |
|
|
32.85 |
21.9 |
11.5:7.5+2@2.0 |
|
|
Road Bridge |
National Road |
308 |
RC |
Arch : Bogen |
Fixed Arch |
Deck |
Filled Spandrel |
|
41.5 |
28.0 |
27.3 |
|
|
Road Bridge |
|
|
Steel |
Arch : Bogen |
2 Hinged Solid Rib Arch |
Deck |
|
3 Spans Arch |
46.5 |
14.2 |
21.6:15.0+2@3.28 |
大阪市東区本町1~内本町橋詰町 |
平成 9年で大阪市内の最古の橋 |
|
|
Road Bridge 2等橋 |
|
|
RC |
Arch : Bogen |
Fixed Arch |
Deck |
Open Spandrel |
3 Spans Arch |
49.5:13.8+22.0+13.8 |
22.0 |
9.4 |
|
|
Road Bridge 1等橋 |
|
|
Steel |
Arch : Bogen |
Langer Arch |
Deck |
|
|
57.0:14.5+28.0+14.5 |
28.0 |
12.7:8.1+2@2.3 |
大阪市東区淡路町1~豊後町 |
支承点はヒンジ構造ではなくローラー |
|
|
Road Bridge |
|
|
RC |
Arch : Bogen |
Fixed Arch |
Deck |
Open Spandrel |
3 Spans Arch |
63.18 |
25.7 |
11.0 |
|
道頓堀川
|
Road Bridge |
|
|
Steel |
Girder : Balken |
Plate Girder |
|
Variable C.S. |
3 Spans Gerber |
57.4:16.15+24.5+16.15 |
24.5 |
12.73:8.13+2@2.3 |
|
|
Road Bridge |
|
|
Steel |
Girder : Balken |
Plate Girder |
|
Variable C.S. |
3 Spans Gerber |
53.2:12.74+27.0+12.74 |
27.0 |
23.7:15.9+2@3.9 |
|
|
Footway Bridge |
|
|
Steel |
Suspension Bridge |
|
|
|
Single |
76.3 |
|
4.0 |
|
|
Road Bridge |
National Road |
|
RC |
Arch : Bogen |
Fixed Arch |
Deck |
Open Spandrel |
|
36.0 |
18.0 |
9.1 |
|
鉄道橋
|
Railway Bridge |
HANKYU Railway TAKARADUKA Line, KOBE Line, KYOTO Line |
|
Steel |
Truss : Fachwerk |
Warren Truss |
Through |
Curved & Parallel C. |
|
|
|
3*(2-L) |
|
※
2013年6月5日 大阪駅のトワイライトエクスプレス
梅田貨物線跨線線路橋 |
UMEDA Cargo Line Over Pass Railway Bridge |
|
Railway Bridge |
HANKYU Railway TAKARADUKA Line, KOBE Line, KYOTO Line |
|
Steel |
Truss : Fachwerk |
Pratt Truss |
Through |
Parallel C. |
Single |
|
|
3*(2-L) |
|
※
2010年4月22日 新大阪駅 500系
葉村町架道橋 |
HAMURAMACHI Viaduct |
|
Railway Bridge |
OSAKA-KANJO Line |
|
Steel |
Girder : Balken |
Plate Girder |
Deck |
|
|
58.8 |
|
2-L |
|
|
Railway Bridge |
JOTO Cargo |
|
Steel |
Girder : Balken |
Plate Girder |
Deck |
|
|
|
|
2-L |
大阪市東淀川区西淡路6丁目 |
サイドスパンが上路アーチ |
|
上新庄架道橋 |
KAMISHINJO Viaduct |
|
Railway Bridge |
HANKYU Railway KYOTO Line |
|
Steel |
Truss : Fachwerk |
Warren Truss |
Double Deck |
Parallel C. |
Single |
|
|
2-L |
|
|
Railway Bridge |
TOKAIDO Line |
|
Steel |
Girder : Balken |
Plate Girder |
Through |
|
|
|
|
1-L |
|
|
Railway Bridge |
TOKAIDO Line |
|
Steel |
Girder : Balken |
Plate Girder |
Through |
|
|
|
|
1-L |
|
山口乗越橋梁 |
YAMAGUCHI Over Pass |
|
Railway Bridge |
National Road |
|
Steel |
Girder : Balken |
Plate Girder |
Through |
|
|
|
|
1-L |
|
鯰江川橋梁 |
NAMAZUE River Railway Bridge |
|
Railway Bridge |
OSAKA-KANJO Line IN-Bound |
|
Steel |
Truss : Fachwerk |
Warren Truss |
Deck |
Parallel C. |
|
39.0 |
25.8 |
|
|
水道上陸橋 |
SUIDOJO Railway Bridge |
|
Railway Bridge |
OSAKA-KANJO Line |
|
RC |
Arch : Bogen |
Fixed Arch |
Deck |
Filled Spandrel |
Single |
|
|
2-L |
|
天王寺一ツ家第1跨線橋 |
TENNOJI-HITOTSUYA No.1 Over Pass |
|
Railway Bridge |
|
|
Steel |
Girder : Balken |
Plate Girder |
Deck |
|
|
|
|
1-L |
|
加美平野線正覚寺鞍作線架道橋 |
KAMIHIRANO Line/SENSYOUGAKUJI-KURASAKU Line Viaduct |
|
Railway Bridge |
|
|
PC |
Extradosed Bridge |
|
|
|
3 Spans Cont. |
133.0:35.0+63.0+35.0 |
63.0 |
2-L |
|
三明北架道橋 |
SANMEIKITA Viaduct |
|
Railway Bridge |
HANWA Line |
|
Steel |
Rigid-Frame |
π Rahmen |
|
|
|
|
|
2-L |
|
鶴橋駅架道橋 |
TSURUHASHI Station Viaduct |
|
Footway Bridge |
(OSAKA-KANJO Line) |
|
Steel |
Truss : Fachwerk |
Warren Truss |
Deck |
Parallel C. |
|
|
|
|
|
国道25号架道橋 |
National Road 25 Viaduct |
|
Railway Bridge |
HANWA Line |
|
Steel |
Rigid-Frame |
Box Girder |
|
|
|
45.5+47.5 |
47.5 |
2-L |
|
千本通陸橋 |
SENBON-TORI Railway Bridge |
|
Railway Bridge |
NANKAI Electric Railway KOYA Line |
|
Steel |
Rigid-Frame |
π Rahmen |
|
|
|
|
|
2-L |
|
寝屋川
|
Road Bridge |
Regional Road |
|
Steel |
Girder : Balken |
Plate Girder |
|
Variable C.S. |
4 Spans Gerbar |
94.5:15.20+27.0+27.0+24.50 |
27.0 |
18.5:14.86+2@1.82 |
|
|
Footway Bridge |
|
|
Steel |
Rigid-Frame |
π Rahmen I |
|
|
|
232.0:98.375 (21.0+31.0+21.0) |
73.0 |
4.5 |
大阪市中央区大手前1丁目1~都島区片町1 大阪城公園~毛馬桜宮公園 |
|
|
|
Aqueduct |
|
|
Steel |
Arch : Bogen |
Langer Arch |
Through |
Pipe |
Single |
|
|
|
|
|
Road Bridge B活荷重 |
|
|
Steel |
Arch : Bogen |
Lohse Arch |
Through |
|
|
76.0 |
74.6 |
7.0+2@2.5 |
|
|
Road Bridge B活荷重 |
Regional Road |
21 |
Steel |
Arch : Bogen |
Lohse Arch |
Through |
|
Single |
80.0 |
78.8 |
|
|
第二寝屋川
|
Road Bridge |
National Road |
308 |
Steel |
Rigid-Frame |
Plate Girder |
|
|
Single |
18.0 |
17.5 |
27.27:18.15+2@4.56 |
|
第二寝屋川橋梁 |
No.2 NEYA River Railway Bridge |
|
Railway Bridge EA-17 |
OSAKA-KANJO Line |
|
Steel |
Truss : Fachwerk |
Warren Truss |
Through |
Parallel C. |
Single |
99.0 |
97.5 |
1-L |
|
第二寝屋川橋梁 |
No.2 NEYA River Railway Bridge |
|
Railway Bridge |
KATAMACHI Line |
|
Steel |
Truss : Fachwerk |
Warren Truss |
Through |
Parallel C. |
Single |
105.6 |
104.0 |
2-L |
東大阪市川俣2~稲田本町1 JR淀川電車区 |
城東貨物引込線 |
|
架道橋など
恩智川橋梁 |
ONCHI River Railway Bridge |
|
Railway Bridge |
KINKI-NIHON Railway HIGASHI-OSAKA Line |
|
Steel |
Arch : Bogen |
Langer Arch |
Through |
|
Single |
65.0 |
63.8 |
2-L |
|
関急神宮線乗越橋梁 |
KANKYU-JINGU-Line Over Pass |
|
Railway Bridge KM-18 |
KINKI-NIHON Railway
OSAKA Line |
|
Steel |
Arch : Bogen |
Langer Arch |
Through |
|
|
118.0 |
58.8 |
2-L |
|
加納玉串線架道橋 |
KANO-TAMAGUCHI-Line Viaduct |
|
Railway Bridge E-15 |
KINKI-NIHON Railway HIGASHI-OSAKA Line |
|
Steel |
Truss : Fachwerk |
Warren Truss |
Deck |
Parallel C. |
Single |
60.0 |
58.6 |
2-L |
|
八尾表町線架道橋 |
YAO-OMOTEMACHI Line Viaduct |
|
Railway Bridge |
KINKI-NIHON Railway HIGASHI-OSAKA Line |
|
Steel |
Truss : Fachwerk |
Pratt Truss |
Deck |
Parallel C. |
Single |
|
|
|
|
|
Road Bridge |
|
|
Steel |
Truss : Fachwerk |
Warren Truss |
Through |
Curved C. |
Single |
|
|
|
|
歩道橋など
緑地西橋 |
RYOKUCHI-NISHI Bridge |
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Footway Bridge |
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Wrought Iron |
Truss : Fachwerk |
Bowstring Truss |
Through |
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Single |
36.7 |
36.1 |
8.0 |
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Footway Bridge |
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Steel |
Truss : Fachwerk |
Pratt Truss |
Through |
Curved C. |
Single |
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梅新東歩道橋 |
UMESHIN-HIGASHI Footway Bridge |
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Footway Bridge |
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Steel |
Girder : Balken |
Box Girder |
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62.9 |
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中津二之橋 |
NAKATSU-NINO Bridge |
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Footway Bridge |
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Steel |
Truss : Fachwerk |
Warren Truss |
Through |
Parallel C. |
Single |
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毛馬眼鏡橋 |
KEMA Meganebashi Bridge |
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Footway Bridge |
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RC |
Arch : Bogen |
Fixed Arch |
Deck |
Filled Spandrel |
Single |
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新今宮駅跨線橋 |
SHIN-IMAMIYA Over Pass |
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Footway Bridge |
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Steel |
Truss : Fachwerk |
Howe Truss |
Through |
Parallel C. |
Single |
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阿倍野人道橋 |
ABENO Footway Bridge |
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Footway Bridge |
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Steel |
Truss : Fachwerk |
Warren Truss |
Through |
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242.0 |
43.7 |
3.5~9.0 |
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交通科学博物館前の歩道橋 |
Footway Bridge in front of Modern Transportation Museum |
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Footway Bridge |
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Steel |
Arch : Bogen |
Lohse Arch |
Half Through |
Pipe |
Single |
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南恩加島歩道橋 |
MINAMI-ONKAJIMA Footway Bridge |
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Footway Bridge |
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Steel |
Rigid-Frame |
Plate Girder |
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Footway Bridge |
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Steel |
Cable-Stayed Bridge |
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3 Spans Cont. |
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Footway Bridge |
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Steel |
Cable-Stayed Bridge |
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2 Spans Cont. |
136.0:34.0+67.0+34.0 |
67.0 |
4.0 |
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Footway Bridge |
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Steel |
Rigid-Frame |
Plate Girder |
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3 Spans Cont. |
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Footway Bridge |
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Steel |
Rigid-Frame |
Box Girder |
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3 Spans Cont. |
59.0 |
26.0 |
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Footway Bridge |
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|
Stone |
Arch : Bogen |
Fixed Arch |
Deck |
Filled Spandrel |
Single |
6.0 |
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3.0 |
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Footway Bridge |
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Stone |
Girder : Balken |
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20.0 |
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5.8 |
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毛馬第1閘門 |
KEMA No.1 Lock Gate |
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Footway Bridge |
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Steel |
Arch : Bogen |
2 Hinged Arch |
Deck |
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Single |
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地中電線路占用橋 |
Bridge for underground Cable |
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Electric Line Bridge |
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Steel |
Truss : Fachwerk |
Pratt Truss |
Through |
Curved C. |
3 Spans Truss |
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