3.2.3 基本設計図本計画の協力対象事業の内容を表3.2.3-1に示す …open_jicareport.jica.go.jp/pdf/11898426_02.pdf · 3径間桁連結方式pci桁橋 3径間桁連結方式pci桁橋

３-４７

3.2.3 基本設計図

本計画の協力対象事業の内容を表3.2.3-1に示す。また、基本設計図をそれ以降に示す。

３-４８

表3.2.3-1 協力対象事業の内容

カ

アカ橋

ス

ンバ橋

ダ

ンダヤ橋

フ

ェンイェ

橋

橋梁形式

3径間桁連結方式

PCI桁橋


PCI桁橋

3径間単純

PCI桁橋


PCI桁橋

橋長

、径

間長

60.0

m =

18.0

+22.

0+20

.0

78.0

m =

25.9

5+26

.10+

25.9

5

57.0

m =

14.9

75+2

7.05

+14.

975

108.

0m=2

6.92

5+27

.075

*2+2

6.92

5

幅員

全幅：

12.0m

車道：2車線

(4.00m+4.00m)

路肩：両側各

1.50m

全幅：

11.0m

車道：2車線

(3.50m+3.50m)

路肩：両側各

1.50m

全幅：

11.0m

車道：2車線

(3.50m+3.50m)

路肩：両側各

1.50m

全幅：

11.0m

車道：2車線

(3.50m+3.50m)

路肩：両側各

1.50m

橋面舗装

アスファルト舗装（

50mm）


50mm）


50mm）


50mm）

橋台形式

A1 橋

台：逆

T式

（場所打ち杭基礎）

A2橋台：逆

T式


A1 橋

台：逆

T式

（直接基礎）

A2橋台：逆

T式

（直接基礎）

A1 橋

台：逆

T式


A2橋台：逆

T式

（直接基礎）

A1 橋

台：逆

T式

（直接基礎）

A2橋台：逆

T式

（直接基礎）

橋脚形式

壁式（場所打ち杭基礎）

壁式（直接基礎）



護岸形式

練石積式、練石張式

、じゃかご式

練石積式

、練石張式、じゃかご式

練石積式、練石張式、じゃかご式

練石積式、練石張式、じゃかご式

延長

左岸側：

76.2m

右岸側：

92.5m

左岸側：

270.1m

右岸側：

171.9m

左岸側：

168.

5m

右岸側：

134.

5m

左岸側：

137.5m

右岸側：

154.5m

幅員

全幅：

13.0m

車道：2車線

(4.00m+4.00m)

路肩：両側各

1.50m

全幅：

11.0m

車道：2車線

(3.50m+3.50m)

路肩：両側

1.50m

全幅：

11.0m

車道：2車線

(3.50m+3.50m)

路肩：両側

1.50m

全幅：

11.0m

車道：2車線

(3.50m+3.50m)

路肩：両側

1.50m

取付道路

舗装


50mm）


50mm）

DBST

DBST

河川

工

延長：

196.0m

適用外

適用外

適用外

３-４９

3-50

NO.12+12.500

KAAKA BRIDGE L=60.000

NO.15+12.500

COORDINATION DRAWING

COORDINATION DRAWING

S=1

:100

0

KAAKA BRIDGE

MINISTRY OF PUBLIC WORKS, URBANIZATION AND HABITAT

ROAD INVESTMENT DEPARTMENT

BASIC DESIGN ON THE PROJECT FOR

REHABILITATION OF BRIDGES ON ARTERIAL

NATIONAL ROADS IN THE REPUBLIC OF GUINEA

KATAHIRA & ENGINEERS INTERNATIONAL

JAPAN INTERNATIONAL COOPERATION AGENCY

（KAAKA　BRIDGE）

REM

ARKS

STA

TIO

NS

X-C

OO

RD

INA

TE

Ｙ-C

OO

RD

INA

TE

BC

1-0

5+0

0.00

0000

259.7

0600

0701.8

3800

0SP-1

6+0

2.53

2463

255.8

6318

5679.6

6425

7EC

1-0

7+0

5.06

4926

248.2

5386

4658.4

8548

6B

C2-0

7+1

3.76

5564

244.6

1425

0650.5

8268

2SP-2

8+0

4.91

1669

239.0

4076

9640.9

4862

3EC

2-0

8+1

6.05

7774

231.7

8375

4632.5

0975

4B

C3-0

10+02.3

2008

9212.8

8719

8614.2

7162

4SP-3

14+10.4

3956

9174.1

8593

4536.9

7702

9B

C4-0

18+18.5

5904

9192.5

1294

4452.5

0003

3SP-4

20+00.9

4665

7200.2

6923

4431.6

5213

6KE4-1

20+03.2

3575

9200.5

8798

9429.3

8549

1KA

4-1

21+18.7

6207

5197.4

7178

6394.1

4980

8B

C5-0

21+19.9

4648

6197.2

4577

2392.9

8716

2SP-5

22+02.8

9354

4196.5

1438

9390.1

3406

2B

C6-0

22+05.8

4060

2195.4

5253

1387.3

8678

1SP-6

23+10.1

2450

9189.3

7383

1364.0

0159

3EC

6-0

24+14.4

0841

6191.6

0813

6339.9

4280

0EP

25+10.5

7111

7195.8

5782

0324.3

4879

3

K-2

3-51

Ka a

ka B

r idge

Le n

gth

L=6

0 .00

m


PLAN AND PROFILE






PLAN AND PROFILE



KAAKA BRIDGE

H=1

:100

0v=

1: 4

00K

-3

3-52

12000

1500

12500

5000

14500

75°

5000

4500

7600

7800

4500

14070

13570

1400012500

600

300

650050

17750

17150

78°

12000

11000

12500

8000

500

8000

21600

21000

500

300

400

300

300

400

300

7500

300

191

50

197

50

50

60000

5000

60000

17750

17150

FH=77.990

NO.12+12.50

50

300

7000

7000

NO.15+12.50

FH=82.190

19750

19150

1620

1500

1800

1500

1800

21600

21000

400

300

300

FF

400

300

300

FF

4500

8000

50

300

M

500

GENERAL VIEW OF KAAKA BRIDGE

2500

3000

S=1

:200

GENERAL VIEW OF KAAKA BRIDGE

1070

1720

1000

3780

7000(6500)

SCALE 1:200

( P2 )

12000

6000

300

1000

50

200150

350

50

450

200

50

DETAIL

SCALE 1:30

200 300

250

3000

300

200

50250

PIERS

P1

3000

700

7000

7000

8000

2@3000=6000

12500

14000(13500)

10800(10300)

500

SCALE 1:200

ABUTMENTS

A( )

B100

1500

100 200

1000

1500(3280)

500

14070(13570)

10800(10300)

100

1500

1000

700

420

120

600

DETAIL

C L200

200

620

110

4@9692～

10400

SCALE 1:100

P.H

C L

BRIDGE CROSS SECTION

Conposite Deck Slab t=200mm

4000

4000

C L6.0 %

Control concrete t=10mm～110mm

1500

1300

500

180180

SCALE 1:30

200110

100

2650

100

2650








σck

＝36N

/mm

GIR

DER

CO

N.　

SP

EC

IFIC

AT

ION

FO

R H

IGW

AY B

RID

GES J

AP

AN

YIE

LD

STR

ESS

ASS

OC

IATIO

N Ⅰ

～Ⅴ

（M

AR

CH

-20

02)

CR

OS

S B

EA

M C

ON

.

REIN

FO

RC

EM

EN

T

SLA

B、

CR

OSS

WIR

E F

OR

PC

.

DES

ING

ST

AN

DA

RD

ST

REN

GTH

MA

TER

IAL

(SD

295)

fy＝

295N

/mm

2

σck

＝24N

/mm

σck

＝30N

/mm

fpy＝

160

0N/m

m2

2 2

3-S

PA

N C

ON

NEC

TIN

G P

C-C

OM

PO

SIT

E G

IRD

ER

17.

150m

+ 2

1.00

0m +

19.

150m

SP

AN

LEN

GTH

CR

OS

S S

LO

PE

SH

OU

LD

ER

WID

TH

SEIS

MIC

CO

EFFIC

IEN

T

LIV

E L

OA

D

RO

AD

WA

Y W

IDTH

ｋｈ

＝0.

100

2×

1.5

00m

2

6%

LIV

E L

OA

D T

YP

E-B

(JA

PA

N)

BP

EL 9

1 A

-LIV

E R

OA

D (FR

EN

CH

)

2 x

4.0

00m

= 8

.000m

TY

PE O

F S

UP

ER

STR

UC

TU

RE

DESIGN CRITERIA

RO

AD

CLA

SS

DES

IGIN

SP

EED

BR

IDG

E L

EN

GTH

NA

TIO

NA

L R

OA

D

60.

000m

V＝

40k

m/h

SU

B S

TR

UC

TU

RE C

ON

.2

σck

＝24N

/mm

600

600

600

6500

Asphalt Pave. t=50mm

K-4

10002500

3-53

STRUCTURE DRAWING OF SUPERSTURUCTURE

SCALE 1:60


SCALE 1:150

ELEVATION

STRUCTURE DRAWING OF SUPERSTURUCTURE

S=1

:150

SCALE 1:150

PLAN

DETAIL OF GIRDER

SCALE 1:30

300

50

150

350

200 300 200 300

1000

DETAIL OF RAILING

200

SCALE 1:30

250250

50

"a" DETAIL

SCALE 1:60

"b" DETAIL

SCALE 1:60

"b"

60000

P1

P2

59899

22000

1995

0

17949

307

487

493

503

300

1914

7

17155

5785

5776

5594

7079

50

51

511

20996

6998

6919

6388

6400

6359

13204

1419

1374

4@2603=104

12

12004622

970

4@2603=104

12

12540

878

1250

4@2603=104

12

12094

639

1043

4@2603=104

12

1031

4@2603=104

12

12952

1509

12734

1339

984

4@2603=104

12

12342

1205

7254@260

3=10412

12202

1124

665

4@2603=104

12

12031957

663

4@2603=104

12

12003939

653

4@2603=104

12

600

600

1600

1600

300

150

150

1000

1000

1000

1000

10001000

300

150

150

300

150

150

300

150

150

300

150

150

300

150

150

1000

1000

Y1

Y2

Y3

Y4

Y5

Y6

CL

65°13′07″

73°09′07″

82°50′53″

91°39′46″

60000

51

50

59899

17949

22000

19950

307

487

511

493

503

300

19147

20996

17155

5785

5776

5594

7079

6998

6919

6400

6359

Y1

S1

S6

S1

1300

180

120

620

200

180

7.319%

Asphalt Pave.t=50mm

Control concrete

1S19.3

A NC HOR BO LT D 28

13204(12004)

545(500)

556(500)

LC

6025(5502)

6079(5502)

1000 200

1000 200

1419(622)

1373(970)

4@2603=10412

500

150

300

300 550

1300

70

200

1052.5

1052.5

S1

S6

()

,

LC

7.319%

1300

70

200

150

300

300 550

7.319%

LC

1000

1000

Y1

Y6

～

12540(12094)

520(504)

525(504)

5736(5541)

P1

P2

()

,


1000

1000

1S19.3

200

200

878(639)

1250(1043)

4@2603=10412

5758(5545)

12003～

12952

1300

70

200

400

200

200 500

500～

536

500～

544

5501～

5915

5501～

5957

200

200


1S19.3

939～

1509

652～

1031

4@2603=10412

420

1300

180

120

620 200 180

600

110

110

200

200

200

400300

300

400300

300

Concrete

Concrete

400

1000

1000

1000

1000

400

1000

1000

A NC HOR BO LT D 28

500

1052.5

1052.5

1600

600

600

600

1600

600

18

40

62

59

40

21

300

300

300

300

PA

B

6388

40

40

19

61

61

600

600

400

300

300

300

300

200

200

19

S1

S6

17810(Girder Length)



KAAKA BRIDGE








5000

5000

5000

5000

DRAIN

□ 150x100

DRAIN

□ 150x100

DRAIN

□ 150x100

DRAIN

□ 150x100

Asphalt Pave

7.319%

DRAIN

□ 150x100x870

200 20

SCALE 1:30

DRAINAGE

500

500 50

150

100

SECTION

PLAN

DRAIN

□ 150x100x870

(KAAKA BRIDGE)

50100

50


Asphalt Pave.t=50mm

Control concrete

Asphalt Pave.t=50mm

Control concrete

K-5

3-54

1500

SCALE 1:100

9692～

10400

12000



4000

500

1500

4000


LC6.0 %

500

0.2886

77.8976

-5.7246

1.8720

0.0651

77.7143

-5.1864

1.9821

77.7665

-4.5837

2.1053

77.9856

-2.0336

2.6269

78.2025

0.5166

3.1485

0.1291

78.2185

0.7068

3.1874

78.4171

3.0668

3.6701

78.6298

5.6170

4.1917

0.1811

78.7074

6.5536

4.3832

0.3553

78.9211

7.0830

4.4915

R1

HZY

77.6556

-6.5083

R2

G15

XHZY

-1.3311

77.4735

-5.9632

XZYX

-1.2196

77.5463

-5.1323

-1.0497

0.3009

77.6594

-6.4953

0.2995

77.6822

-6.4180

0.2937

77.7902

-6.0619

-1.2810

0.0780

77.4773

-5.9503

-0.9801

0.0766

77.5000

-5.8737

-1.1695

77.5497

-5.1238

-1.0005

-0.8688

77.5700

-5.0724

-0.7049

0.4479

0.0705

77.6074

-5.5207

0.5586

77.6677

-4.8281

0.7002

CL

G14

G13

ZYXZ

77.7679

-2.5821

-0.5281

77.9873

YXHZ

-0.0320

-0.0065

77.9900

G12

G11

YXZY

0.0000

0.0000

78.2044

2.5182

XZYX

0.5151

78.4194

5.0684

1.0366

77.7713

-2.5736

-0.4789

77.9906

77.7915

-2.5222

-0.1833

78.0105

-0.0234

0.0427

0.1489

77.9936

0.0280

0.3383

0.1469

78.0151

77.8880

-2.2779

1.2218

78.1060

0.2723

1.7434

0.1376

78.1171

0.0117

0.0499

78.2077

2.5268

0.0815

0.3492

78.2274

2.5782

0.5643

78.4226

5.0770

1.0859

0.8599

78.4421

5.1284

1.3815

0.4029

1.7701

78.3218

2.8225

2.2650

78.5355

5.3727

2.7866

L2

L1

HZYX

78.4898

5.9095

1.2087

HZYX

78.7045

6.4444

1.3181

A1

0.2072

78.4932

5.9202

1.2584

0.2045

78.5137

5.9839

1.5565

0.3819

78.7079

6.4550

1.3677

0.3792

78.7283

6.5182

1.6657

0.1924

78.6107

6.2769

2.9715

0.3669

78.8249

6.8087

3.0803

GE1

S1

C1

C2

0.2777

78.7449

-3.6576

13.2264

0.0517

78.5576

-3.1389

13.3324

78.6009

-2.6129

13.4400

0.2765

78.3252

-4.5493

7.5782

0.0518

78.1399

-4.0217

7.6861

78.1756

-3.5983

7.7727

0.2810

78.1107

-5.1054

0.2844

78.0045

-5.4059

0.2783

78.2183

-4.8182

4.7089

0.0568

77.9264

-4.5726

4.8179

77.9672

-4.0951

4.9156

3.2923

0.0606

77.8206

-4.8704

3.4018

77.8663

-4.3394

3.5104

6.1454

0.0539

78.0334

-4.2881

6.2538

78.0709

-3.8467

6.3441

0.2754

78.5377

-4.0653

0.2756

78.4317

-4.2984

0.2761

78.6415

-3.8530

10.4327

0.0500

78.3514

-3.5424

10.5396

78.3881

-3.1015

10.6298

9.0073

0.0505

78.2459

-3.7732

9.1147

78.2814

-3.3499

9.2012

11.8312

0.0504

78.4547

-3.3323

11.9377

78.4941

-2.8572

12.0349

78.9505

-3.3160

0.2800

78.8479

-3.4786

78.9720

-3.2839

0.2832

0.2840

16.0065

78.7623

-2.8013

16.1118

78.8172

-2.1243

16.2503

14.6181

0.0537

78.6602

-2.9620

14.7238

78.7086

-2.3686

14.8451

78.7837

-2.7696

0.0566

16.2981

0.0573

78.8401

-2.0729

16.4033

16.5458

0.2845

78.9864

-3.2629

16.4925

0.0578

78.7980

-2.7488

16.5976

78.8554

-2.0386

16.7429

78.8093

-0.0627

13.9616

79.0158

2.4875

14.4832

0.0899

79.0209

2.5500

14.4960

79.2204

5.0377

15.0048

79.4232

7.5879

15.5264

0.1187

79.4727

8.2127

15.6542

0.2909

79.6832

8.7263

15.7592

C8

78.3897

-1.0481

8.2943

78.6017

1.5021

8.8159

0.1030

78.6231

1.7608

8.8688

78.8116

4.0523

9.3375

79.0195

6.6025

9.8590

78.1840

-1.5449

5.4371

78.3985

1.0053

5.9587

0.1145

78.4200

78.0843

-1.7892

4.0320

78.3000

0.7610

4.5536

0.1214

78.3195

78.2863

-1.2965

6.8657

78.4996

1.2537

7.3873

0.1083

78.5218

1.2634

6.0115

78.6108

3.5555

6.4803

78.8212

6.1057

7.0019

0.9935

4.6012

78.5135

3.3112

5.0752

78.7250

5.8613

5.5968

1.5206

7.4419

78.7107

3.8039

7.9089

78.9199

6.3541

8.4305

78.5994

-0.5513

11.1514

78.8087

1.9989

11.6730

0.0947

78.8244

78.4941

-0.7997

9.7228

78.7047

1.7505

10.2444

0.0984

78.7239

78.7040

-0.3070

12.5565

78.9118

2.2432

13.0781

0.0919

78.9228

2.1909

11.7123

79.0160

4.5490

12.1946

79.2214

7.0992

12.7162

1.9841

10.2922

78.9133

4.3007

10.7660

79.1200

6.8508

11.2876

2.3783

13.1057

79.1178

4.7934

13.5997

79.3219

7.3436

14.1213

0.1435

79.0929

7.5079

10.0442

0.3167

79.3051

8.0288

10.1508

0.1609

78.8993

7.0587

7.1968

0.3346

79.1123

7.5838

7.3042

0.1706

78.8035

6.8141

5.7917

0.3446

79.0169

7.3413

5.8995

0.1518

78.9963

7.2913

8.6222

0.3252

79.2088

7.8143

8.7291

C3

Y1

C4

C5

0.1294

79.2850

7.8937

12.8787

0.3021

79.4964

8.4108

12.9844

0.1360

79.1892

7.7087

11.4631

0.3090

79.4009

8.2276

11.5692

0.1237

79.3790

8.0606

14.2679

0.2961

79.5900

8.5759

14.3733

Y2

C6

C7

79.0226

16.7718

79.2262

17.2934

79.2159

78.9156

0.1816

15.3667

79.1206

2.7318

15.8883

0.0887

79.1186

79.0452

79.2485

0.4259

0.4773

17.0674

79.2364

2.9761

0.0883

3.0275

17.5890

0.0883

17.2670

79.4280

17.8150

79.6281

18.3366

2.7062

15.8831

79.3238

5.2820

16.4099

79.5253

7.8322

16.9315

79.4500

2.8470

5.5263

2.8747

17.5577

5.5777

79.6499

8.0765

18.1106

8.1279

18.6322

79.0603

0.5116

17.2645

79.2634

3.0618

17.7860

0.0884

79.2500

2.8928

17.7515

79.4647

5.6120

18.3076

79.6644

8.1622

18.8292

79.6591

18.4177

79.8689

18.5221

0.1145

79.5660

8.3500

17.0374

0.2865

79.7762

8.8620

17.1421

79.6786

0.1112

8.4728

0.1106

8.4968

18.7076

79.8884

0.2829

8.9832

0.2822

9.0069

18.8120

C9

S2

GE2

0.1102

79.6917

8.5124

18.9009

0.2818

79.9013

9.0223

19.0051

P1

L1

C1

Y5

1404

1404

12000

878

1250

12000

639

1043

12000

596

997

33

173

200

200

68°34'37"

77°55'48"

87°15'20"

87°15'

20"

C2

C3

Y1

C4

C5

C6

Y2

C7

C8

C9

C10

C11

C12

Y3

C13

C14

C15

Y4

C16

C17

C18

C19

C20

C21

Y5

C22

C23

C24

Y6

C25

C26

C27

L2

CL

G14

G15

R2 R1

G13G1

2G11

A1

S1

GE1

S2

S3P1

GE2

GE3

GE4

GE5

S5

S4

P2

A2

S6GE6

60000

4@2423=9692

905

1403

1192 4@2545=10180 626

984

4@2600=10400

616

NO.1 SPAN

NO.2 SPAN

NO.

3 SP

AN

65°13'07"

73°09'07"

82°50'53"

91°39'46"

Y

X=184.3137

Y=573.4003

X=173.2952

Y=514.9611

X








S=1

:100

COORDINATES OF NO.1 SPAN

K-6

3-55

0.3665

80.9937

-3.3529

43.7894

-2.6508

43.9330

80.9830

-0.1006

44.4546

81.1542

2.4496

44.9762

0.0928

81.1608

2.5472

44.9962

81.3249

4.9997

45.4978

81.4950

7.5499

46.0194

0.0500

81.5219

7.9540

46.1020

0.2160

81.7246

8.4455

46.2026

0.1432

0.3871

0.6309

0.6769

0.7075

YG34

80.6195

-2.8793

38.7134

80.4602

-1.8733

38.9191

80.6389

R1

HZYX

0.3439

80.6047

-2.8649

38.5124

G35

ZYX

80.4467

-1.8427

38.7215

Z 80.6256

0.3511

80.7592

-3.0317

40.6104

0.3454

80.6417

-2.9016

39.0147

0.3445

0.3581

80.8765

-3.1822

42.2020

80.5894

-2.1631

40.7881

80.7656

80.4806

-1.9193

39.2156

80.6589

80.6996

-2.4070

42.3605

80.8111

80.8736

8.1374

8.3023

8.4486

8.4741

8.4907

Y

39.4407

80.8167

39.9623

80.8041

39.9253

80.9936

40.4839

81.1697

41.0055

81.1798

G33

CL

Z XYX

80.8036

39.2431

3.2577

39.7647

HZYX

0.0864

80.7900

3.0618

39.7246

G32

G31

L2

8.3581

Y X ZYZ

40.2862

80.9808

5.8079

81.1572

H XZ

0.0572

40.8078

81.1663

41.3096

80.9409

2.9373

41.8312

0.0873

80.9372

2.8832

41.8202

39.7372

80.8363

3.1811

40.2587

3.2271

0.0864

80.8252

3.0221

40.2262

0.0864

3.0462

42.8821

81.0469

2.6934

43.4037

0.0894

81.0491

2.7249

43.4102

81.1156

5.4874

42.3528

81.2895

8.0376

42.8744

0.0527

81.3075

8.2815

8.3275

81.0128

5.7313

40.7803

81.1886

5.7773

41.3019

0.0559

81.2001

0.0567

7.7938

81.2196

5.2436

43.9253

81.3916

44.4469

0.0507

81.4148

41.0355

81.3838

41.1364

L1

H XZY

0.2244

40.8350

81.3704

8.9841

X 40.9359

P2

42.9285

0.2194

81.5110

8.7948

43.0293

C19

41.3361

0.2230

81.4040

8.9418

0.2238

8.9674

41.4370

S5

GE5

44.5172

0.2171

81.6179

8.6294

44.6178

C20

C21

-2.3542

-2.3466

-2.3006

-2.0568

-1.8129

-1.5691

-1.3252

-1.0800

-0.8349

-0.5897

-0.3445

0.4297

81.5805

-4.5147

51.6992

81.3907

-3.8754

51.8299

81.5513

0.3762

81.1107

-3.5439

45.3728

0.3874

81.2283

-3.7562

46.9606

0.4141

81.4631

-4.2416

50.1238

0.4001

81.3457

-3.9887

48.5443

80.9240

-2.8947

45.5055

81.0388

-3.1399

47.0866

81.0937

81.2062

81.2722

-3.6302

50.2488

81.1549

-3.3850

48.6677

81.4351

81.3201

0.4649

81.8138

-5.1179

54.8206

0.4466

81.6971

-4.8063

53.2619

0.4848

81.9304

-5.4494

56.3751

0.5062

82.0471

-5.8009

57.9256

81.6299

-4.3631

54.9749

81.7857

81.5098

-4.1193

53.4024

81.6680

81.7511

-4.6070

56.5474

81.8733

-4.8508

58.1199

81.9045

82.0244

82.0600

-5.8809

58.2661

0.5013

82.0600

-5.8694

58.2174

81.8898

-4.9044

58.4658

81.8895

-4.8968

58.4164

82.0459

82.0457

5.4698

5.8185

6.1489

6.4611

6.7550

7.0321

7.2906

7.5307

7.7522

52.3515

81.7116

1.2250

52.8731

0.1304

81.7204

1.3652

52.9018

81.8718

3.7752

53.3947

82.0318

6.3254

53.9163

0.0661

82.0588

81.2628

46.0271

2.2057

46.5487

81.3732

47.6082

1.9605

48.1298

0.0976

81.2724

2.3504

46.5783

0.1037

81.3845

2.1331

48.1651

50.7704

81.5977

51.2920

81.4849

49.1893

1.7153

49.7109

1.4702

0.1201

81.6085

51.3268

0.1112

81.4965

1.8964

49.7480

1.6405

7.0609

7.3061

47.0703

81.4314

4.7559

81.5996

48.6514

81.5398

4.5107

81.7059

0.0506

47.5919

81.6290

0.0525

49.1730

81.7365

6.5705

6.8157

81.7600

4.0203

51.8136

81.9221

50.2325

81.6493

4.2655

81.8134

52.3352

0.0602

81.9514

0.0557

50.7541

81.8440

55.4965

81.9415

0.7373

56.0181

0.1550

81.9430

0.7605

56.0228

53.9240

81.8260

0.9811

54.4456

0.1420

81.8317

1.0724

54.4643

82.0581

57.0690

0.4934

57.5906

82.1756

58.6415

0.2496

59.1631

0.1694

82.0542

0.4295

57.5775

0.1853

82.1655

0.0795

59.1283

82.0974

3.2875

56.5397

82.2533

5.8377

57.0613

0.0818

82.2723

6.0815

81.9841

3.5313

54.9672

82.1420

55.4888

0.0732

82.1655

5.3500

5.5938

58.1122

82.2117

3.0436

82.3655

59.6847

82.3270

2.7998

82.4787

0.0916

58.6338

82.3790

0.1029

60.2063

82.4858

54.0042

0.2302

82.2595

7.2450

54.1044

Y6

0.2163

47.6831

81.8313

8.2432

0.2178

49.2691

81.9384

8.0213

47.7836

Y5

49.3694

C22

52.4296

0.2247

82.1525

7.5222

0.2206

50.8512

82.0455

7.7810

52.5298

C24

50.9515

C23

57.1249

0.2451

82.4722

6.6388

57.2251

55.5664

0.2370

82.3659

6.9510

55.6666

C25

C26

0.2546

58.6797

82.5786

6.3084

0.2655

60.2308

82.6849

5.9598

58.7799

C27

60.3310

S6

5.3906

5.4020

58.9874

82.2016

59.5089

82.1979

58.9379

0.2036

59.4595

0.1959

82.1900

59.4689

0.1885

82.1865

0.0114

59.4202

0.0000

5.2963

5.3040

82.3525

60.0305

82.5037

59.9811

82.3489

2.7538

82.5001

2.7461

60.5521

82.5093

0.1052

60.5027

82.5059

60.5714

82.7083

0.2677

60.5228

82.7050

5.8920

5.8807

60.6716

60.6230

GE6

A2

-3.0526

45.4732

0.1423

80.9135

39.1157

-2.4077

0.1132

80.4463

-2.3708

38.6135

0.1118

80.4095

X

R2

Y HZ

38.8144

0.1123

-2.3853

80.4243

42.3027

-2.6898

0.1250

80.6802

40.7113

-2.5386

80.5634

0.1184

43.8900

-2.8612

80.7969

0.1330

51.7994

-4.0247

81.3813

0.1939

-3.4983

48.6446

0.1652

81.1476

47.0610

-3.2653

0.1531

81.0306

50.2241

-3.7514

0.1789

81.2645

54.9207

-4.6280

81.6137

0.2283

53.3621

-4.3164

0.2104

81.4975

56.4753

-4.9595

0.2477

81.7299

58.3177

58.0258

-5.3109

0.2686

81.8461

-5.3793

0.2647

81.8600

58.3663

-5.3908

81.8600

0.2791

79.5454

-2.6825

24.0870

0.0506

79.3546

-2.1773

24.1903

79.3706

-1.9718

24.2323

79.5675

0.5784

24.7539

79.7628

3.1285

25.2755

0.0628

79.7813

3.3714

25.3252

79.9566

5.6787

25.7971

80.1490

8.2289

26.3187

0.0679

80.1999

8.9066

26.4573

0.2380

80.4076

9.4092

26.5601

Y3

0.5628

0.5472

0.5316

0.5160

0.5134

0.5116

YG24

0.2841

79.0014

-3.2411

16.6965

0.0573

78.8130

-2.7273

16.8016

78.8688

-2.0368

16.9429

79.0735

R1

0.2846

78.9864

-3.2629

16.4925

HZYX

R2

G25

78.8554

Z

0.0578

78.7980

-2.7488

16.5976

HZYX

-2.0386

16.7429

79.0603

X YZ

0.2834

79.0240

-3.2092

17.0025

0.2802

79.1552

-3.0385

18.7816

79.4158

-2.7754

22.3238

0.2785

79.2858

-2.8940

20.5553

0.2781

79.0067

78.8888

0.0565

78.8355

-2.6958

17.1075

0.0530

78.9661

-2.5273

18.8862

17.2428

-2.0341

79.0932

18.9902

-2.0186

79.2093

79.2476

79.1263

79.2256

-2.2684

22.4275

0.0508

79.0961

-2.3850

20.6594

0.0500

-1.9874

22.4849

79.4465

20.7376

-2.0030

79.3271

8.8527

8.7759

8.6757

8.5521

8.5285

8.5124

Y

17.4644

79.2764

3.0636

17.9860

0.0874

79.2643

2.9114

17.9549

79.4775

5.6138

18.5076

79.6769

8.1639

19.0292

0.1088

79.7053

G23

CL

17.2645

79.2634

3.0618

17.7860

Z XYX

0.0884

79.2500

2.8928

17.7515

HZYX

G21

G22

L2

8.1622

Y

79.4647

5.6120

18.3076

79.6644

X ZYZ

18.8292

0.1102

79.6917

H XZ

79.2958

17.7644

3.0662

18.2860

79.4102

19.5118

3.0818

20.0334

0.0859

79.2857

2.9388

18.2600

0.0781

79.4103

3.0838

20.0338

23.0065

79.6437

23.5281

79.5261

21.2592

3.0974

21.7808

3.1130

79.6581

23.5663

0.0716

79.5344

3.2040

21.8026

0.0665

3.2998

8.1822

8.1666

18.8076

79.4967

5.6164

79.6958

20.5550

79.6093

5.6320

79.8069

0.1066

19.3292

79.7258

0.0949

21.0766

79.8449

8.2134

8.1978

79.8393

24.0497

80.0335

22.3023

79.7236

5.6476

79.9194

5.6632

24.5713

80.0820

0.0846

22.8239

79.9636

0.0756

19.1038

0.2803

79.9150

9.0382

19.2080

L1

18.9009

0.2818

79.9013

9.0223

H XZY

19.0051

X

P1

GE3

0.2781

19.4081

79.9354

9.0615

0.2661

21.1775

80.0540

9.1832

19.5122

S3

21.2813

C10

24.7021

80.2901

0.2554

22.9422

80.1723

9.2816

0.2461

9.3568

24.8052

23.0456

C11

C12

0.7075

0.7057

0.7031

0.6875

0.6719

0.6563

0.6408

0.6252

0.6096

0.5940

0.3423

80.5903

-2.8511

38.3156

0.1103

80.3951

-2.3569

38.4167

80.4312

-1.8444

38.5215

80.6104

0.2855

79.8036

-2.5721

27.6030

0.2816

79.6747

-2.6147

25.8476

0.2909

79.9320

-2.5544

29.3534

0.2978

80.0601

-2.5613

31.0987

0.0562

79.6117

-2.0703

27.7056

79.6215

-1.9406

27.7322

79.8144

79.4953

0.0527

79.4834

-2.1113

25.9505

-1.9562

25.9822

79.6902

79.8785

79.7493

0.0611

79.7396

-2.0541

29.4557

0.0676

79.8672

-2.0624

31.2007

-1.9250

29.4821

79.9400

31.2320

-1.9094

80.0671

80.4418

-2.7276

36.2972

0.3061

80.1877

-2.5926

32.8365

0.3159

80.3149

-2.6481

34.5693

0.3400

80.5685

-2.8309

38.0203

0.3272

80.2473

-2.2323

36.3985

80.2738

-1.8627

36.4741

80.4556

80.1407

80.0090

0.0754

79.9942

-2.0950

32.9382

0.0848

80.1209

-2.1517

34.6708

32.9794

-1.8939

80.1953

34.7268

-1.8783

80.3249

80.4081

0.1080

80.3735

-2.3366

38.1214

0.0956

-1.8471

38.2215

80.5876

0.3439

80.6047

-2.8649

38.5124

80.4467

0.1118

80.4095

-2.3708

38.6135

-1.8427

38.7215

80.6256

39.0431

80.7887

3.2559

39.5647

0.0855

80.7762

3.0768

39.5280

80.9661

5.8061

40.0863

81.1427

8.3563

40.6078

0.0567

81.1531

8.5067

40.6386

0.2239

81.3572

9.0002

40.7395

GE4

8.5302

8.6542

8.7565

8.8370

8.8955

8.9319

8.9460

8.9376

28.2538

80.0057

3.1598

28.7753

0.0595

80.0269

3.4431

28.8333

26.5038

79.8835

3.1441

27.0254

0.0605

79.9043

3.4191

27.0817

30.0037

80.1294

3.1754

30.5253

80.2544

31.7536

3.1910

32.2752

0.0600

80.1492

3.4435

30.5801

0.0619

80.2712

3.4204

32.3221

80.1958

5.7099

29.2969

80.3845

8.2601

29.8185

0.0566

80.4351

8.2445

80.0755

5.6943

27.5470

80.2661

28.0686

0.0616

80.3176

8.2913

8.2757

80.3174

5.7255

31.0469

80.5043

32.7968

80.4404

5.7411

80.6254

31.5685

0.0530

80.5522

0.0508

33.3184

80.6690

36.9957

80.6365

37.5173

80.6348

37.5123

80.3805

33.5010

3.2065

34.0226

80.5079

35.2484

3.2221

35.7699

0.0653

80.3926

3.3743

34.0569

0.0701

80.5138

3.3052

35.7869

38.7431

80.7663

3.2533

39.2647

3.2377

0.0840

80.7555

3.0987

39.2331

0.0763

3.2133

80.8164

38.0389

80.9954

38.5605

81.0175

8.3225

8.3069

34.5442

80.5645

5.7567

80.7475

36.2915

80.6899

5.7723

80.8709

0.0500

35.0658

80.7854

0.0506

36.8131

80.9016

8.3537

8.3381

80.9441

5.8035

39.7863

81.1210

5.7879

40.3079

0.0560

81.1333

0.0526

29.9588

0.2261

80.6419

9.4458

30.0610

28.2104

0.2314

80.5249

9.4388

28.3129

C13

C14

31.7027

0.2221

80.7585

9.4304

0.2196

33.4420

80.8749

9.3928

31.8046

C15

33.5437

Y4

38.6251

81.2221

38.7263

C18

0.2184

35.1742

80.9909

9.3333

0.2186

36.9019

81.1066

9.2518

35.2757

C16

37.0032

C17

40.3440

0.2233

81.3374

9.0238

0.2202

9.1486

40.4449

S4

8.4907

39.2431

80.8036

3.2577

39.7647

0.0865

80.7900

3.0618

39.7246

8.3581

80.9808

5.8079

40.2862

81.1572

40.8078

0.0572

81.1663

40.8350

0.2244

81.3704

8.9841

40.9359

P2








S=1

:100



K-7

3-56

QUANTITY

@250

ANCHOR BAR UNDER CONCRETE

MATERIAL OF EXPANSION JOINT

MARKING DIAGRAM

ANCHOR BAR

SIZE

D16x540

98

RUBBER JOINT FOR ROADWAY

SEALING

MATERIAL

195

PRIMER

SEALING

ROADWAY

REMARKS

0.852

TOTAL

90

188

TOTAL

160

EACH

kgWEIGHT

kgQUANTITY

SS400 COMPOSITE RUBBER

SR235 SD295

SILICON

QUALITY

11.11

m12.22

1.9 liter

Ａ

35050

195100

95

80 120150

ROADWAY

REMARKS

m23.3

m

3.7 liter

TOTAL

BACKUP MATERIAL

ROAD WAY

D16x540

150

SEALING

ANCHOR BAR

EXPANSION RANGE=50ｍ

ｍ

RUBBER JOINT FOR ROADWAY

CROSS SECTION

SCALE 1:5

SCALE 1:10

PLAN

SCALE 1:50

SCALE 1:300

SCALE 1:30

SCALE 1:5

1.8 liter

DETAILS OF EXPANSION JOINT AND DRAINAGE

350

50

350

150

80

80

150

250

12

78～

128

12

250

125

35 12

THROUGH BAR D12

ANCHOR BAR D16

CONCRETE

σck≧

36N／

mm2

WELD IN SITE

CL

P1

P2

RUBBER JOINT

RUBBER JOINT

50

25

S=1

:5

SCALE 1:50

SECTION

350

1500

SILICON

60000

59900

50

50

13218

546

55612116

12005500

50011005

A

MB

M

13218

546

556

12116

215 207

RUBBER JOINT

1300

12005

7.319%

7.319%

500

500

11005

RUBBER JOINT

1300

SEALING

SEALING

12216

858

858

7@1500=10500

65°13′48″

A A

200

175

200 265

199 105

106

116

224

258

SEALING

SEALING

11105

6@1500=9000

1052.5

1052.5

C L

91°39′7″

BSECTION

SCALE 1:50

BSCALE 1:50

PLAN

149186

50

50

50

50

10078～207

(105～265)

AB

()

,

130 100

1300

149～

261

(105～

265)

130

Ｂ

ＡＢ

AB

(,)

G35

G34

G33

G32

G31

G15

G14

G13

G12

G11

KAAKA BRIDGE








(BRIDGE SIDE)

(ABUTMENT SIDE)

(KAAKA BRIDGE)

Asphalt Pave

7.319%

DRAIN

□ 150x100x870

200 20

SCALE 1:20

DRAINAGE

500

500 50

150

100

SECTION

PLAN

50100

50

DRAIN

□ 150x100x870

K-8

78200

89

120

50

130

3-57

1 - 1

2 - 2

200

1850 3650 1500

1007000

77.990

76.140

70.99

72.490

200

100

4500

100

8-CPP 1000

L=15.0m

1000

2500

1000

4 - 4

5 - 5

215 1873 4127 1500

100 2007715

4

182 1829 3154 1500

100 2006665

4 5

546

6032

6087

556

13313

82

11

37

6

LC

8-CPP 1000

L=15.0m

3

1035

3@4143=12430

1035

100

14500

100

67

1486

4@2603=10412

1415

1850 3650 1500

7000

5

410

777

78.490

200

77.990

77.474

200

8-CPP 1000

L=15.0m

1035

3@4143=12430

1035

100

14500

100

215

5963 1500

7463 100

70.990

72.490

78.668

200

512

182

4943 1500

6443 100 200

70.990

72.490

77.615

675

1000

300

PLINTH CONCRETE

66597

11972

678

675

512

410

82581

11943

696

11777

14500

1512

4@2603=10412

1389

843

344

4500

1200 1500 1800

674 326

5001000

110555

3

6500

110555

3

5950041

600

500

500

500

4500

4500

10036

20

4430

13313

4400

547

1593

1548

558

975

10036

960

121

6650

LC

663

553

567

678

1035

3@4143=12430

1035

14500

1000 2500 1000

4500

78.453

200

77.951

77.433

200

65°13'7"

75°

500 4223 1500

6961

30050

55

STRUCTURE CENTER

33 LC

1:1.89

215

7715 100

150041272088

72.490

78.668

8-CPP 1000

L=15.0m

111

4974

111

1105

2764

1105

4510

1990

1658

1326

G1

G2

G3

G4

G5

G1

G2

G3

G4

G5

350

2018

64°46'51"

68°34'37"

5000

5000

8.38 %

8.40 %

6.66%

7.36%

7672588

13034659

7600

88512 600

118°

10'27"500

6217

7920

KAAKA BRIDGE

SCALE 1:100

STRUCTURE DRAWING OF A ABUTMENT (1)

（KAAKA BRIDGE）






STRUCTURE DRAWING OF A ABUTMENT(1)



S=1

:100

K-9

3-58

300

TRANSVERSE

DATAILS

SCALE 1:20

LONGITUDINAL

18.4

72.4 28

32.8

Mov

16

3.8

3.8

282 3.82

39.6

FILLER

16

18.4

3.8

ANCHOR BOLT D28

50A×330

ANCHOR CAP

LONGITUDINAL

ANCHOR CAP

SCALE 1:2

34

92

56

56

3450

560

50

92

56 61

560x310x56

ELASTOMERIC BEARING PAD

786

50560

50660

5031050410

1000

674

5000

20

326

500

SCALE 1:30

DATAILS PH1

0.040

0.040

h4

0.056

1.839

76.388

0.061

76.579

PH2

76.518

PH3 θh6

68°

34'37"

0.061

h5

1.863

0.056

1.300

LIST OF STRUCTURE HEIGHT

78.442

PH1 h3

h1

1.300

G1

G2

0.040

0.056

1.783

76.009

0.061

1.300

G4

0.040

0.056

1.752

75.818

0.061

1.300

G5

0.040

0.056

1.812

76.199

0.061

1.300

G3

0.270

h2

0.270

0.270

0.270

0.270

0.197

78.227

78.011

77.792

77.570

PH2

0.173

0.146

0.117

0.086

76.327

76.138

75.948

75.757

350

Σh

KAAKA BRIDGE

SCALE 1:100

STRUCTURE DRAWING OF A ABUTMENT (2)

（KAAKA BRIDGE）






STRUCTURE DRAWING OF A ABUTMENT(2)



S=1

:100

K-1

0

3-59

1000

3@3500=10500

1000

12500

1000 2500 1000

4500

5 - 5

1 - 1

4 - 4

2 - 2

3 - 3

500

5502

5502

500

12055

50

LC

36

7

199 1816 3503 1500

100 2007018

4 5

201 2060 2622 1500

100 2006383

4 5

8-CPP 1000

L=19.5m

1000

3@3500=10500

1000

12500

100

100

36

7

82.509

200

82.190

81.872 200

646

4@2603=10412

997

1940 3060 1500

6500

8-CPP 1000

L=19.5m

1000

3@3500=10500

1000

12500

100

100

199 5353 1500

100 2007052

201 4719 1500

100 2006420

39500

11006

500

227

228

202

50500

11005

500

243

12500

636

4@2603=10412

1012

211

229

4500

12500

120015001800

650350

500 1000

10015017500

10015009450 0

6

60 0

4500

4500

9012

300

1000

PLINTH CONCRETE

20

4002

12046

4002

500

1439

1400

500

935

9012

896

101

3962

LC82.543

200

82.225

81.909 200

228

227

202

243

601

501

501

601

200

174

1:1.8

7018 100

150035032015

77.190

1789

7553 100

15003165

75.690

82.742

8-CPP 1000

L=19.5m

100

4506

100

1001

2504

1001

5698

1202

1502

1802

8-CPP 1000

L=19.5m

100

4509

100

1002

2505

1002

6383 100

150026222261

77.190

1060

6992 100

15003331

75.690

82.110

5996

1204

1501

1803

G1

G2

G3

G4

G5

91゜39'46"

G1

G2

G3

G4

G5

LC

STRUCTURE CENTER

5.79 %

5.76 %

500 3833 1500

6535

30050350

2018

87°2'28"

93°21'39"

87°15'20"

7800

500

100

600

7469

7840

KAAKA BRIDGE

SCALE 1:100

STRUCTURE DRAWING OF B ABUTMENT (1)

（KAAKA BRIDGE）






STRUCTURE DRAWING OF B ABUTMENT(1)



S=1

:100

K-1

1

3-60

TRANSVERSE

DATAILS

SCALE 1:20

LONGITUDINAL

18.4

72.4 28

32.8

Mov

16

3.8

3.8

282 3.82

39.6

FILLER

16

18.4

3.8

ANCHOR BOLT D28

50A×330

ANCHOR CAP

LONGITUDINAL

ANCHOR CAP

SCALE 1:2

300

3250

560

50

89

56 59

560x310x56


781

32

89

56

56

50

560

50

660

5031050

410

0.040

0.040

h4

0.056

1.810

80.517

0.062

80.455

80.708

PH2

80.646

PH3 θh6

87°

15'20"

0.062

h5

1.771

0.056

1.300


82.479

PH1 h3

h1

1.300

G1

G2

h6h5

h2 h3

50030020382

32 351

PH3

h1

PH2

0.040

0.056

1.888

80.136

0.062

80.074

1.300

G4

0.040

0.056

1.927

79.946

0.062

79.884

1.300

G5

0.040

0.056

1.849

80.327

0.062

80.265

1.300

G3

0.270

h2

0.270

0.270

0.270

0.270

0.105

0.144

0.183

0.222

0.261

82.327

82.176

82.024

81.873

350

Σh

KAAKA BRIDGE

SCALE 1:100

STRUCTURE DRAWING OF B ABUTMENT (2)

（KAAKA BRIDGE）






STRUCTURE DRAWING OF B ABUTMENT(2)



S=1

:100

K-1

2

3-61

DATAILS

SCALE 1:20

C L

B - B

ANCHOR BOLT

SCALE 1:30

A - A

TO A ABUTMENT

TO B ABUTMENT

Fix

ANCHOR CAP

SCALE 1:2

28

3.8542.7

3.5

FILLER

ANCHOR CAP

32A×330

ANCHOR BOLT D28

3.5

3.85

7000

2@3000=6000

500 1000

500

1000

8000

1500 17501750

1000

5000

30001000

1 - 1

3 - 3

4 - 4

310

50

LONGITUDINAL

50

560TRANSVERSE

50

50

A


560x310x44

ANCHOR BOLT D28

□100×20

RD PACKING

32A×330

ANCHOR CAP

SUPAIRU D12×2200

1000

1052

2603

750

28020120

50 280

PLINTH CONCRETE

A

1052

500

28020

120

750

50 280

12500

PLINTH CONCRETE

PLINTH CONCRETE

941

2750

1232

411489

465

1800

435

856

4@2603=10412

4@2603=10412

7000

300

1000

300

1000

1147

2750

1073 496

14073

10800700

700

14000

10800

13560

14423

11022

8000

2@3000=6000

200100

1500

2

4

1500

1001000

1500

10491 1500

100 200

1000 100

4

1796

12537

4180

9011000

1605

521

70 1799

1000

STRUCTURE CENTER

4178

1073

2LCC L

173

1529

524

173

776

560

560x310x44


50

30

5086

30

74

44

44 56

44 86

0.040

0.040

h4

0.044

0.056

77.864

PH2

77.808

PH3 θh6

68°

34'37"

0.056

h5

1.764

0.044

1.300


79.628

PH1 h3

h1

1.300

G1

G2

0.040

0.044

0.056

1.300

G4

0.040

0.044

0.056

1.300

G5

0.040

0.044

0.056

1.300

G3

0.270

h2

0.270

0.270

0.270

0.270

0.110

G1

G2

G3

G4

G5

G6

G7

G8

G9

G10

0.105

0.270

1.300

79.696

0.044

1.759

0.056

77.881

77.937

0.040

θh2

h1

h3

PH1 h5

h6

PH3

PH2h4

77°

55'48"

79.296

79.497

0.270

1.300

0.056

0.044

0.040

79.093

0.270

0.270

1.300

0.056

0.044

0.040

1.300

0.056

0.044

0.040

G6

G7

G8

G9

78.889

0.270

1.300

0.056

0.044

0.040

G10

79.226

79.428

78.817

79.023

0.089

0.100

0.061

0.076

0.086

0.097

0.074

0.060

1.743

1.754

1.715

1.730

1.740

1.751

1.728

1.714

77.500

77.690

77.309

77.119

77.427

77.618

77.046

77.237

77.674

77.483

77.293

77.102

77.746

77.556

77.365

77.175

G1

G2

G3

G10

G9

G8

500

7000

500

73゜9'7"

77°55'48"

68°34'37"

Σh

Σh

SCALE 1:100

STRUCTURE DRAWING OF P1 PIER

（KAAKA BRIDGE）

KAAKA BRIDGE









S=1

:100

K-1

3

3-62

DATAILS

SCALE 1:20

C L

B - B

ANCHOR BOLT

SCALE 1:30

A - A

TO A ABUTMENT

TO B ABUTMENT

Fix

ANCHOR CAP

SCALE 1:2

28

3.8542.7

3.5

FILLER

ANCHOR CAP

32A×330

ANCHOR BOLT D28

3.5

3.85

7000

2@3000=6000

500 1000

500

1000

8000

1500 17501750

1000

5000

30001000

1 - 1

3 - 3

4 - 4

310

50

LONGITUDINAL

50

560TRANSVERSE

50

50

A


560x310x44

ANCHOR BOLT D28

□100×20

RD PACKING

32A×330

ANCHOR CAP

SUPAIRU D12×2200

1000

1052

2603

750

28020120

50 280

PLINTH CONCRETE

A

1052

500

28020

120

750

50 280

12500

PLINTH CONCRETE

PLINTH CONCRETE

941

2750

1232

401499

489

1800

411

856

4@2603=10412

4@2603=10412

7000

300

1000

300

1000

1147

2750

200

776

560

560x310x44


50

30

5086

30

74

44

44 56

44 86

0.040

0.040

h4

0.044

0.056

79.410

PH2

79.354

PH3 θh6

77°

55'48"

0.056

h5

1.711

0.044

1.300


81.121

PH1 h3

h1

1.300

G1

G2

0.040

0.044

0.056

1.300

G4

0.040

0.044

0.056

1.300

G5

0.040

0.044

0.056

1.300

G3

0.270

h2

0.270

0.270

0.270

0.270

0.057

G1

G2

G3

G4

G5

G6

G7

G8

G9

G10

0.057

0.270

1.300

81.189

0.044

1.711

0.056

79.422

79.478

0.040

θh2

h1

h3

PH1 h5

h6

PH3

PH2h4

87°

15'20"

0.270

1.300

0.056

0.044

0.040

0.270

0.270

1.300

0.056

0.044

0.040

1.300

0.056

0.044

0.040

G6

G7

G8

G9

0.270

1.300

0.056

0.044

0.040

G10

1.737

1.725

1.760

1.749

1.740

1.726

1.753

1.765

79.219

79.029

78.839

78.648

79.287

79.096

78.906

78.716

7000

4180

200 C L

12099

1796 13567

1067700

1500

8000

2@3000=6000

10300

10548

13500

13949

10300

100

1500

200

4

100

2

1000

500

1500

901

504

1000

1793

1000 700

4178

STRUCTURE CENTER

1408

LC 2

70

10037

13103

1500

100 200

100

500

1000

4

504

4991067

1325

G1

G2

G3

G10

G9

G8

0.106

0.083

0.095

0.071

80.944

80.766

80.588

80.408

79.163

78.973

78.783

78.592

81.013

80.836

80.659

80.481

0.072

0.086

0.099

0.111

79.231

79.040

78.850

78.660

82゜50'53"

87°15'20"

77°55'48"

Σh

Σh


（KAAKA BRIDGE）

SCALE 1:100


KAAKA BRIDGE

S=1

:100

K-1

4NATIONAL ROADS IN THE REPUBLIC OF GUINEA







3-63

CL

R1

R2

L1 L2

G15

G11

G14G13G12

S2

S3

S4

S1

S6

S5

19150

19750

60000

21000

21600

300

300

400

P2

300

300

400

17150

17750

30050

FH=77.990

NO.12+12.50

P1

A

COORDINATES OF SUBSTRUCTURE

A

B1

CL

B2

B4

B3

XY

178.1820

556.1921

P1

P2

B

XY

XY

XY

SHOE

FOOTING

PILES

ITEM

MARK

F1

F2

W1 W2

W3 W4

F3

F4

K1

K2

K3

K4

F1

F2

F3

F4

K1

K2

K3

K4

F1

F4

K1

K4

F2

F3

K2

K3

F4

F1

K4

K1

F3

K3

F2

K2

W1

W2

W3

W4

G1

G2

G3

G4

G5B4

B3B1

B2

P1

P2

CL

F1

F2

F3

F4

G1

G2

G3

G4

G5

K1

K2

K3

K4

173.9715

558.9276

181.9706

559.0507

182.0475

554.0513

174.0484

553.9282

174.9868

557.9431

180.9861

558.0355

181.0322

555.0358

175.0329

554.9435

173.9447

534.9308

169.7067

537.3659

177.7058

537.4890

177.7827

532.4896

169.7837

532.3665

170.7220

536.3814

176.7213

536.4737

176.7674

533.4741

170.7682

533.3817

CL

CL

G1

G2

G3

G4

G5

P1

P2

CL

B4

B1

B2

B3

P1

P2

W1

W2

W3

W4

173.2952

514.9611

167.0772

512.5651

179.5757

512.7575

179.5064

517.2569

167.0079

517.0646

168.0616

513.5804

178.5604

513.7419

178.5219

516.2417

168.0232

516.0801

167.8777

514.3776

178.7198

514.5445

167.1764

515.8670

167.9013

515.2277

170.5039

515.2678

173.1066

515.3078

175.7093

515.3479

178.3120

515.3879

167.2434

514.8679

179.2803

515.0532

167.7793

506.8852

168.3780

506.9254

179.3565

506.7308

179.9545

506.7795

G1

G2

G3

G4

G1

G2

G3

G4

172.9796

556.8776

183.3903

557.0378

183.1178

556.0791

172.7071

555.9189

168.6364

535.3381

179.0471

535.4983

178.9338

534.5081

168.5231

534.3479

LINEAR CONSTITUENT

PLAN LINEAR CONSTITUENT

R=57.00 L=24.676

BC 4-0 18+18.559

R=130.00 L=176.238

BC 3-0 10+02.320

NO.15

NO.10

NO.11

NO.16

NO.17

NO.18

NO.19

NO.14

NO.12

NO.13FH=77.990

NO.12+12.50

KAAKA BRIDGR L=60000

AB

VERTICAL CONSTITUENT

FH=77.990

NO.12+12.50


AB

PLAN

SCALE 1:100

6.000%6.000%

CROSS SLOPE

179.1990

516.0520

FH=77.990

NO.12+12.50


AB

BUILDING FRAME

CENTER LINE

PARAPET

WING

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

1500

SCALE 1:100

12000

4@2500=10000

1000


4000


1500

500

4000


LC6.0 %

1000500

G11

G12

G13

G14

G15

L1

L2

R2

R1

VCR=11760

7.00%

6.66%

No.9+ 0.000

VCL=40

72.915

VCR=2900

VCL=40

85.515 No.18+ 0.000

BC 4-0

(m)

(m)

X-COORDINATE

192.513

212.887

Y-COORDINATE

614.272

452.500

SYMBOL

BC 3-0

COORDINATES AND ELEVATION OF BENCH MARKS

8.38%

7.00%

CL

184.3137

573.4003

177.8255

575.6007

192.3238

575.8238

191.1874

571.3058

176.6891

571.0827

178.6081

574.6126

191.5586

574.8119

190.4048

572.2939

177.9768

572.1026

178.5456

573.8116

190.5136

573.9957

190.4553

572.4947

178.0273

572.3034

179.0181

572.9929

181.6208

573.0330

184.2235

573.0730

186.8262

573.1131

189.4288

573.1531

177.6547

573.2978

190.9341

573.5022

180.5612

579.7237

181.1079

579.4765

194.1458

581.0353

194.6790

580.7602

（KAAKA BRIDGE）


S=1

:100




KAAKA BRIDGE

K-1

5ROAD INVESTMENT DEPARTMENT





3-64

AC

* S

urfa

ce c

ours

e 5

cm

AC

Bin

der

cou

rse

5cm

Bas

ecou

rse

20c

m

Sub

grad

e 1

00cm

6.0

%

AC

* :

Asp

hal

t C

oncr

ete

Har

d

Guid

e R

ail

Should

erShould

erSoft

Har

dShould

erShould

erSoft

L D

itch

C L

AC

Bin

der

cou

rse

5cm

Bas

ecou

rse

20c

m

Sub

grad

e 1

00cm

Wet

Sto

ne M

ason

ry

Left

Sid

etr

akRig

ht

Sid

etra

kCen

ter

Line

Car

riag

eway

Car

riag

eway

U D

itch

U D

itch

U D

itch

w

=10cm

w

=10cm

w

=10cm


TYPICAL CROSS SECTION OF ROAD






TYPICAL CROSS SECTION OF ROAD



KAAKA BRIDGE

S=1

:50

K-1

6

3-65


CROSS SECTIONS OF ROAD（

１）






CROSS SECTIONS OF ROAD（１）



KAAKA BRIDGE

S=1

:100

（NO.8+0.00 - NO.8+16.075）

K-1

7

3-66



２）






CROSS SECTIONS OF ROAD（２）



KAAKA BRIDGE

S=1

:100

（NO.9+0.00 - NO.10+0.00）

K-1

8

3-67



３）






CROSS SECTIONS OF ROAD（３）



KAAKA BRIDGE

S=1

:100

（NO.10+2.32 - NO.11+0.00）

K-1

9

3-68



４）






CROSS SECTIONS OF ROAD（４）



KAAKA BRIDGE

S=1

:100

（NO.12+0.00 - NO.12+12.00）

K-2

0

3-69



５）






CROSS SECTIONS OF ROAD（５）



KAAKA BRIDGE

S=1

:100

（NO.14+0.00 - NO.15+13.00）

K-2

1

3-70



６）






CROSS SECTIONS OF ROAD（６）



KAAKA BRIDGE

S=1

:100

（NO.16+0.00 - NO.17+0.00）

K-2

2

3-71



７）






CROSS SECTIONS OF ROAD（７）



KAAKA BRIDGE

S=1

:100

（NO.18+0.00 - NO.18+18.559）

K-2

3

3-72



８）






CROSS SECTIONS OF ROAD（８）



KAAKA BRIDGE

S=1

:100

（NO.19+0.00 - NO.25+0.00）

K-2

4

3-73

140

83

500

330

200

4000

500

4000

t=3.2

350

1500

2200

600

700

100


GUARDRALL AND STON PITCHING






GUARDRALL AND STON PITCHING



KAAKA BRIDGE

AS

SHO

WN

K-2

5

3-74

Vertical Ditch　L=48.20m

Catch Basin Type1

U Ditch　

L=17.60m

U Ditch　

L=53.90m

Catch Basin

U Ditch W500×

H200

L=24.50m

U Ditch W500×H200

L=37.00m

Vertical Ditch　L=28.20m

Catch Basin

Pipe Culvert

L=10.9m

Vertical Ditch L=10.70m

Catch Basin Type1

Catch Basin


U DitchL=25.80m

W500×

H200

U Ditch

W500×H200

L=31.80m

Catch Basin

Vertical Ditch

L=10.70m

Vertical Ditch

L=16.20m

Vertical Ditch

L=10.70m

Vertical Ditch

L=16.50m

Vertical Ditch

L=10.70m

Catch Basin Type2

L=63.60m

U Ditch

W500×H200

L=75.80m

U Di

tch

W500×H200

Catch Ba

sin Type

1

Catch

Basin

Type1

Catch Basin Type1

Stone Masonry

L=110.80m

Stone Masonry

L=139.70m

Left

Sid

etra

k L=

233.

99m

Cen

ter L

ine

L=22

8.57

mR

ight

Sid

etra

k L=

223.

14m

Gui

de R

ail L=87.45m

Guid

e Ra

il L=72.19m

L=27.2m

Wet Stone Piching

L=17.1m

Wet Stone Piching

Vertical Ditch

L=12.30m

Catch Basin

Pipe

Culvert L=33.5m

L D

itch

W50

0×25

0 L=

200.

00m

Guid

e Ra

il L=28.22m

Gui

de R

ail L=35.78m

Catch Basin

Type4

Type5

Type2

Type2

Type3

Type1

（KAAKA　

BRIDGE）

GENERAL PLAN OF DRAINAGE






GENERAL PLAN OF DRAINAGE



KAAKA BRIDGE

S=1

:250

K-2

6

3-75

1,200

1,200

Catch Basin

U Ditch W500×

H200

L=24.50m

U Di

V

Catch Basin

Pipe Culvert

L=10.9m


Catch Basin Type1

Catch B

Vertical Ditch

L=12.30m

Catch Basin

Pipe

Culvert L=33.5m

Catch Basin

Type4

Type5

Type2

Type2

Type3

1,200

1,200

Plan

Vie

w O

f Pi

pe

Culv

ert

S=

1:2

00

Sid

e Vie

w O

f Pi

pe

Culv

ert

S=

1:1

00


DETAIL OF DRAINAGE(2)









KAAKA BRIDGE

AS

SHO

WN

K-2

7

Sid

e Vie

w O

f D

itch

And O

utlet

Pro

tect

ion

S=

1:5

0Fa

cade

Vie

w O

f D

itch

And O

utlet

Pro

tect

ion

S=

1:2

5

3-76

（KAAKA　

BRIDGE）










KAAKA BRIDGE

S=1

:25

K-2

8

3-77

Top Edge Concrete

Top Edge Concrete

500

1230～2700

730～2200

1000

100

100

100

300

100

350 100200

1:0.5

150

Back Filling Concrete

Back Filling Material

(Crushed Stone)

Base Concrete

Crushed Stone

Wet Stone Masonry

Gabion Mat

1200

1200

1200

1200

100

520

1:1.8

100

Stone Masonry

L=110.80m

Stone Masonry

L=139.70m

Top Edge Concrete

Top Edge Concrete

500

1500～3400

1000～2900

1000

100

100

100

300

100

350

100

200

1:0.5

150

Back Filling Concrete

Back Filling Material

(Crushed Stone) Base Concrete

Crushed Stone

Wet Stone Masonry

Gabion Mat

100

520

1:1.8

1200

1200

1200

1200

100

PLA

N

S=1

:300









KAAKA BRIDGE

AS

SHO

WN

K-2

9

P2 S

IDE B

AN

K C

RO

SS S

EC

TIO

N S

=1:4

0

P1 S

IDE B

AN

K C

RO

SS S

EC

TIO

N S

=1:4

0

DETAIL OF BANK RIVER BED

DETAIL OF BANK AND RIVER BED

3-78

Base L=110.80m

Top Edge L=110.80m

P1 Side Bank

Crushed Stone

Base Concrete

Wet Stone Masonry

Top Edge Concrete

63.220

300 100

2000 500

2500

1400

5002600

5002000

5002200

5002900

5002200

64.188

65.225

67.500

67.730

13800

15700

15600

9850

700

9500

700

66.625

P1 Side Bank

P2 Side Bank

Base L=139.70m

Top Edge L=137.90m

Crushed Stone

Base Concrete

Wet Stone Masonry

Top Edge Concrete

69.040

300 100

1500 500

2000

5001500

5001500

5001500

5001500

5001500

14600

Elasticity joint

Elasticity joint

13200

400

11200

400

11400

9725

550

9450

550

5001500

68.730

68.860

67.360

67.040

P2 Side Bank

67.110

67.890

61.220

62.188

63.025

64.025

64.600

65.530

Base L=110.80m

5002600

5002900

5001500

5001000

1500

300

100

5002200

67.500

67.730

67.110

67.500

9850

700

9500

700

9750

18300

5

Elasticity joint

Elasticity joint

5001250

67.640

Elasticity joint

18300

564.600

65.530

65.610

66.390

66.500

Elasticity joint

Elasticity joint

Elasticity joint

67.540

67.360

67.230

66.390

65.610

65.860

65.540

Base L=139.70m

5001500

5001600

2100

300100

5001500

66.700

68.625

15600

Elasticity joint

5001300

67.225

Elasticity joint

14100

14000

550

9925

Elasticity joint

14600

Elasticity joint

5001200

5002200

67.040

70.260

71.087

65.540

65.200

65.925

67.425

68.260

69.487


ELEVATION OF WET STONMASONRY






ELEVATION OF WET STONMASONRY



KAAKA BRIDGE

S=1

:100

K-3

0

3-79

3,000

12,000

3,000

2,300

4,400

2,500 1,0006,000

500500


GENERAL VIEW OF RIVER






PLA

N S=1

:500

GENERAL VIEW OF RIVER



RIV

ER

ELEV

ATIO

N S

=1:1

000

KAAKA BRIDGE

AS

SHO

WN

K-3

1

SEC

TIO

N P

1-P2 S

=1:8

0

3-80

11.17

35,770

3,000

12,000

3,000

3.81

2,500 1,000

36,930

35,590

6,000

Gabion Mat

17,170

Gabion Mat


CROSS SECTIONS OF RIVER（

１）






CROSS SECTIONS OF RIVER（１）



KAAKA BRIDGE

S=1

:250

K-3

2

3-81

Gabion Mat

2,390G

abion Mat

730

12,260500

Gabion Mat

1:1.8

1,000

23,350

50020001500

1:0.5

Wet Stone Masonry

Gabion Mat


CROSS SECTIONS OF RIVER（

２）






CROSS SECTIONS OF RIVER（２）



KAAKA BRIDGE

S=1

:250

K-3

3

3-82

Documents

3.2.3 基本設計図 本計画の協力対象事業の内容を表3.2.3-1に示す …open_jicareport.jica.go.jp/pdf/11898426_02.pdf · 3径間桁連結方式pci桁橋 3径間桁連結方式pci桁橋

3.2.3 基本設計図本計画の協力対象事業の内容を表3.2.3-1に示す …open_jicareport.jica.go.jp/pdf/11898426_02.pdf · 3径間桁連結方式pci桁橋 3径間桁連結方式pci桁橋