Maintenance of railway tunnels with smart technology

2012/12/3 What was up to Shinkansen tunnels 福岡トンネル with poor construction work? Maintenance of railway tunnels with smart technology 2m Railway Te...
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2012/12/3

What was up to Shinkansen tunnels 福岡トンネル with poor construction work?

Maintenance of railway tunnels with smart technology

2m

Railway Technical Research Institute

KIWAMU TSUNO Asahi, Jun. 28, 1999 Railway Technical Research Institute

Railway Technical Research Institute

What came up to Shinkansen tunnels 北九州トンネル due to weathering?

1

How have railway tunnels been maintained? Falling lining concrete in 1999

Tunnel inspection manual prepared in 2000 Maintenance Standards for railway structures published in 2007

Falling

Concrete structure Steel and hybrid Foundation Tunnel Earth structure

Fallen material Open

Broken out

Initial inspection

Neutralized Railway Technical Research Institute

13 Nov 2012 CSIC‐JSPS International Symposium

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10 Years

10 Years

2 Years

Regular general inspection Special general inspection 4

Shinkansen only

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The standard instructs how to diagnose tunnel soundness

Soundness judgment Earth pressure, degradation , B,C,S leakage water etc.

General inspection JR groups

Soundness judgment Falling lining concrete

AA, A1, A2

Individual inspection

Visual surveys and hammering tests

JR-KYUSHU JR-SHIKOKU JR-WEST JR-CENTRAL JR-EAST JR-HOKKAIDO Japan Freight Railway

Countermeasures Verification of Countermeasures

bad Railway Technical Research Institute

Mountain tunnel 84.8%

Conventional line

0 Bridge

20000

Conventional line

15000

Total length: 24283.5km JR groups Others

10000

Earth Tunnel structure

0 Viaduct

Bridge

Earth Tunnel structure 5

Railway Technical Research Institute

Japanese Railway tunnels Number of tunnels: 4206 Total length: 3129.7km (in 2002)

Cut and cover tunnel 7.0%

Shield tunnel 0.3 %

600

Masonry (Brick, Concrete block) Concrete ( cast in place ) NATM

500 400 300

World War Ⅱ

200

No data

0 130 120 110 100 90 80 70 60 50 40 30 20 10 0 (1912)

Shinkansen line

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700

100

Mountain tunnel 92.7%

Railway Technical Research Institute

Age distribution of mountain tunnels

Total length (km)

Shield tunnel 4.4 %

500

5000

4

Japanese Railway tunnels

Cut and cover tunnel 10.5%

Length (km)

B Soundness judgment A2

Total length:2034.8km

Viaduct

Countermeasures

Detailed survey

Shinkansen line





A

good

Length (km)

Visual survey Hammering test

Japanese Railway structures

6

(1962)

Age (year)

(2012)

Railway Technical Research Institute

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Existing general inspection manner

Technology for general inspection of railway tunnels

All tunnel section Every 2 years Inspection calling for manpower Visual surveys

1) Image scanning system of tunnel lining using line-sensor CCD camera

Hammering tests

2) Image scanning system of tunnel lining using laser beam 3) Tunnel lining inspection system using Multi‐path array radar 4) Database of maintenance information 5) Tunnel diagnosis system

Railway Technical Research Institute

Image scanning system of tunnel lining using line-sensor CCD camera (JR Central, RTRI)

Image processing method (line-sensor CCD camera) (JR Central, RTRI) Photo

JR Central 1999-, JR Hokkaido 2002-

Light

Running speed :15km/h (single-track tunnel) Crack accuracy : 1 mm width

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左 ア ー 左 チ 側 壁

右 ア ー チ

Combined Image 右 側 壁

Extraction of cracks (down to1mm), leakage water, etc.

Developed diagram

Line-sensor CCD camera

Railway Technical Research Institute

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Railway Technical Research Institute

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Image scanning system of tunnel lining using laser beam (JR East)

Tunnel lining inspection system Using Multi‐path array radar (JR East, MES)

JR East 2000JR West 2001- (similar system, 2.8-17km/h)

Laser beams

JR East 2004 -

Detection of malfunction in tunnel lining

Video Optical sensor

変状展開図 Laser scanner

Running speed :4 - 7km/h Crack accuracy : 0.5 mm width

Developed image Railway Technical Research Institute

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Database of maintenance information

Railway Technical Research Institute

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Database of maintenance information

Record and save inspection data as electronic data with design, construction and countermeasure information - Easy to refer information on site - Reduce paperwork at office

Structures maintenance (RTRI) system

Tunnel maintenance system (TuMas) (JR- West) JR- West 2001-

Private and public railway operators (2005-)

-Sharing of information DB server

Head office

Network

クリック

Dimensional record

Field Network ・・・・

Client (Software for office) Office

参照

Anomaly developed diagram

Download of investigation data LAN

台帳選択 検索

選 択

Drawing record

・・・・

Upload of investigation data Terminal for inspection (Software for inspection work) Railway Technical Research Institute

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管理データ 検査データ

DB server

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Document record 設計計算書 協定書 用地 等

リンク

Picture record

Construction record

Inspection record

Terminal Railway Technical Research Institute

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Tunnel Diagnosis system (TUNOS) Inspection records

Tunnel information

Image of lining Development diagram

Geography Geology Tunnel configuration Repair

Tunnel Diagnosis system (TUNOS)

(RTRI)

Estimate malfunction causes

Diagram of anomaly developed

(RTRI)

Report on diagnostic results

Diagnose tunnel soundness Crack congestion 閉合箇所の抽出

ひび割れ

スパン番号 キロ程

濁音箇所 ひび割れ 1mm未満 1~2mm 2~3mm 圧ざ

交差箇所の抽出

Cracks running

打音検査 静音

濁音

Cracks

変状パターン

1

10k000m~10k010m

2

10k010m~10k020m

力学健全度 剥落判定

偏圧

凍上圧

B

閉合

偏圧

凍上圧

B

閉合

平行

剥落健全度 α

詳細 詳細

詳細

3

10k020m~10k030m

4

10k030m~10k040m

5

10k040m~10k050m

6

10k050m~10k060m

偏圧

C

詳細

7

10k010m~10k020m

偏圧

C

詳細

8

10k020m~10k030m

9

10k030m~10k040m

10

10k040m~10k050m

11

10k050m~10k060m

α

詳細 詳細

閉合

平行

β

詳細

詳細 詳細 閉合

β

詳細 詳細

Detection of cracks that potentially cause  falling concrete pieces

Crack

Input

Dr. TSUNO

Tunnel soundness can automatically be estimated with TUNOS Soundness 17 classification B

Soundness classification 

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Railway Technical Research Institute

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Existing individual inspection manner Deformation of mountain tunnel caused by earth pressure

Technology for individual inspection of railway tunnels

Loosening

Plastic earth pressure

Landslide

Deformation

Crack Compressive failure

Crack 1) Monitoring system with optical fiber 2) Detection of cracks with electric conductive paint 3) Monitoring system with wireless sensor network

A

B

Punching failure caused by vertical pressure

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C Cracks

Compressive failure Railway Technical Research Institute

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Monitoring system with Optical Fiber

Existing individual inspection manner Conventional method

Automatic monitoring with measuring device

Optical fiber 光ファイバ

Observation 監視装置 device



Deformation

(RTRI and MHI)

Crack width

Measurement 計器室 box

Strain 位置 Position

Manpower

P

Tape scale

Electro‐optical  gauge

Optical fiber

Monitoring at actual tunnel in 2000-2001

Laser beam 2.8m

3D gauge

1m

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Railway Technical Research Institute

1/3 model test

(RTRI, YBC, Detection of cracks Fujikura Kasei Co.) with electric conductive paint Electric Conductive Paint

Electric conductible paint

E le c tr ic c o n d u c t ib le p a in t

(RTRI, YBC, Detection of cracks Fujikura Kasei Co.) with electric conductive paint

Crack monitoring system

P i s h a p e d s tr a in g a u g e

40 m m

Increment of electric resistance

Concrete surface

- Accuracy of deformation occurring position : ±20cm - Accuracy of strain ± 50-100μ, Crack width: 0.3mm 19

Electric Conductible Paint

Crack

40 m m

160 m m

Device

Load P L oad

Circuit

5000

抵抗値(Ω)

4000

Occurrence of cracks

Electric Conductive paint

3000

Measurement box

Model Test

2000

Characteristics of method

1000 0 0

0.1

0.2

0.3 0.3

1. Simple and accurate detection 2. Real‐time monitoring 3. Cost reduction

0.4

Crack width (mm) ひび割れ幅(mm)

Railway Technical Research Institute

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Railway Technical Research Institute

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Monitoring system with wireless sensor network

Monitoring system with wireless sensor network

(RTRI)

(RTRI)

Monitoring at actual tunnel Sensor Node

Crack gauge

Crack gauge/End device

Crack width

Temperature

End device

ZigBee-Pro(2mW) Coordinator

Recorder

Small size and light weight (10cmX10cmX3.5cm)

Railway Technical Research Institute

Monitoring system with wireless sensor network

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26

18 months Date

Railway Technical Research Institute

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(RTRI)

How are the signals transmitted for a long distance? Sensor node

Sensor node

Proposed 

Smart maintenance of railway structure

ZigBee Coordinator

Coordinator

Router

PC

393 m

137 m 530 m in total

End device Router Battery box Coordinator

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Crack gauge

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Smart maintenance of railway structure

Smart maintenance of railway structure It is important to combine various monitoring system.

Sensors for real-time monitoring Sensor A (for Tunnel) Sensor B (Steel bridge) Sensor C (RC viaduct) : : Sensors for abnormal situation

Procedure1 Procedure2 Procedure3 : :

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Smart maintenance of railway structure

Combined management and database system

Transmission method

Sensor H (for foundation) Sensor I (for tunnel /bridge) Sensor J (for station) : : 26

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Conclusion

Data collection method The number of aged tunnels increases near future. Then, it will be more important to properly maintain the tunnels. Various smart technology has been used for the maintenance of railway tunnels. It is also important to combine the systems and to develop the data collection technology for smart maintenance of railway structures.

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...Thank you for your kind attention

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