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2. 2 B104-22260330

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5. 10 02-25781515 643

GPN ISBN

1 02401 2

2 02402 2

3 02403 3

4 02411 5

5 02412 8

6 02421 5

7 02422 6

8 02423 5

9 02424 11

10 02425 6

11 02432 11

12 02447 8

13 02448 7

13

001

002

003

004 650

005 () 2233

006

007

008

009

500

010

500

011 () 1000

012

013

014 400

001

002

003

004

005 21

006

007

008

009

010

011 Introduction of Taipei-Ilan Expressway

012 Introduction of Taipei-Ilan Expressway

013

014

015

016

017

018

019

020

021

001

002

003

004

005 200

006 300

007 300

008

009 General Provision(English ed.)

010 300

011 300

012 ()

013 Construction Standard Specification Technical Provisions

014 Construction Safety Manual

015 Technical Provision for Tunnel work

016 Technical Provisions for Architectural Work

017 Expressway Planting Specifications

018

019

020

021

022 500

023

024 300

025

026 General Provisionrev. ed. 500

027 200

028 350

029 () 150

030 () 500

031 500

001

002 ()

003

004

005

006

()

007 320

008 500

009 450

010 450

011 53 150

012

550

013 53 160

014 280

015 800

016 330

017 Kao Ping Hsi Bridge 800

018 Kao Ping Hsi Bridge(Condensed) 330

019 300

020

200

001

002

003 300

004

005 (V.1-4)

006

007

008

009

010

()

011

012

013

-- 300

014

015

016 250

017

018

019

020 300

021 300

022

(V.1-11)

023

024

025

026 300

027

028 300

029 300

030

031 300

032

033

034

035 ()

036 350

037

038

039 300

040

041

042

043

044 (BOT)(v.1-3)

045 () 300

046

047

048

049

050

051

052 300

053 300

054 450

055 ()

056

057 () 400

058

059

060

300

061 ()

062

063

064

065

066 () 250

067

068

069

070

600

071 ()

072

300

073 () 300

074

075 300

076 300

077 300

078 ()

079

080 () 450

081

300

082 350

083

084

250

085

086

400

087

088

089 550

090

091

092

093 600

094 500

095 500

096 1500

097 1000

098 AASHTO 600

099 700

100

101

500

102 850

103

800

104 () 500

105 450

106

() 600

107 (NMT) 600

108 500

109 450

110 700

111 200

112 400

113 500

114 600

115 1000

116 () 800

117

1000

118

300

119 660

120

560

121 300

122 600

123 500

124 700

125 560

126 670

127 (SMA)() 500

128

500

129

560

02401 02401 - 1 V1.0 92/08

02401

1.

1.1

1.2

1.3

()

1.4

()

2.

()

3.

3.1

3.2

3.3

(

)

02401 02401 - 2 V1.0 92/08

3.4

3.5

3.6

4.

02402 02402 - 1 V1.0 92/08

02402

1.

1.1

1.2

2. ()

3.

3.1

3.2

3.2.1

3.2.2

(1)

02402 02402 - 2 V1.0 92/08

(2)

3.3

3.4

(1)

(2)

(3)

(4)

4.

02403 02403 - 1 V1.0 92/08

02403

1.

1.1

1.2

1.2.1

1.2.2

2.

3.

3.1

3.1.1

3.1.2

3.1.3

(1)

02403 02403 - 2 V1.0 92/08

(2)

(3) Rabcewicz-pacherNGINorwegian Geotechnical

Institute- Q RMR

PCCR

3.2

3.2.1

3.2.2

3.3

3.3.1

3.3.2

3.3.3

3.3.4

02403 02403 - 3 V1.0 92/08

4.

02411 02411 - 1 V1.0 92/08

02411

1.

1.1

1.2

1.2.1

1.2.2

1.3

1.3.1 02231

1.3.2 02292

1.3.3 02316

1.3.4 02317

1.3.5 02321

1.3.6 02376

1.3.7 02377

1.3.8 02378

1.3.9 02379

1.3.10 02492

1.3.11 03372

02411 02411 - 2 V1.0 92/08

2.

()

3.

3.1

3.2

3.2.1

(1) 02231

(2) 02321

02316

(3)

(4)

(5)

(Presplitting)

(6)

(7)

02411 02411 - 3 V1.0 92/08

(8)

(9) 10cm

3.2.2

(1) 02292

(2) 02376

(3) 02377

(4) 02378

(5) 02379

(6) 02492

(7) 03372

3.2.3 02317

3.3

3.3.1

3.3.2

3.3.3

4.

4.1

4.1.1

4.1.2

02411 02411 - 4 V1.0 92/08

4.1.3 02231

4.1.4

(1) 02292

(2) 02376

(3) 02377

(4) 02378

(5) 02379

(6) 02492

(7) 03372

4.1.5

4.2

4.2.1

4.2.2 02316

4.2.3 02231

4.2.4

(1) 02292

(2) 02376

02411 02411 - 5 V1.0 92/08

(3) 02377

(4) 02378

(5) 02379

(6) 02492

(7) 03372

4.2.5

02412 02412 - 1 V1.0 92/08

02412

1.

1.1

1.2

1.3

1.3.1 02403

1.3.2 02432

1.4

1.4.1 Backhoe

Roadheader

1.4.2

(1) A

3cm 1/3A

A

(2) O

(3) b

(4) B

02412 02412 - 2 V1.0 92/08

(5) D

D

(6) d

A

B

(7) C

1.4.3 PG

PG

1.5

1.5.1

1.5.2 02401

(1)

b

ds

d

t

R

O

A

B

D

C

02412 02412 - 3 V1.0 92/08

(2)

(3)

(4)

(5)

(6)

7

8

9

10

2.

()

3.

3.1

3.1.1

3.1.2

02412 02412 - 4 V1.0 92/08

3.2

3.2.1 02403

3.2.2

3.2.3

3.2.4

3.2.5

3.2.6 Smooth Blasting

3.2.7

3.2.8

3.4

3.2.9

02432

02412 02412 - 5 V1.0 92/08

3.2.10

(1)

(2)

(3)

3.2.11

(1)

(CO, NO, CO2)

(2)

(3)

A. 19%

B.

(4)

(5)

3.2.12

(1)

100 20

40W 500W

02412 02412 - 6 V1.0 92/08

(2)

50

(3)

3.3

3.3.1

3.3.2

3.3.3

3.4

(1)

(2) 35 24

(3)

37

02412 02412 - 7 V1.0 92/08

(4)

4.

4.1

4.1.1

A

4.1.2

A

4.1.3

4.1.4

4.1.5

4.1.6

4.2

4.2.1

02412 02412 - 8 V1.0 92/08

4.2.2

4.2.3

4.2.4

4.2.5

02421 02421 - 1 V1.0 92/08

02421

1.

1.1

1.2

1.3

1.3.1 02432

1.4

1.4.1 CNS

(1) CNS 2056 G3030

(2) CNS 2473 G3039

1.5

1.5.1

1.5.2 30

2.

02421 02421 - 2 V1.0 92/08

2.1

2.1.1 CNS 2056 G3030

2.1.2 CNS 2473 G3039 SS400

2.1.3 CNS 2473 G3039 SS400

2.1.4

(1) CNS 2056 G3030

(2)

02432

3.

3.1

3.2

3.2.1

(1)

(2)

02421 02421 - 3 V1.0 92/08

3.2.2

(1)

(2)

3.2.3

(1)

(2)

3.2.4

(1)

(2)

(3)

(4)

11

02421 02421 - 4 V1.0 92/08

02432 3.2.2(5)A

02432

4.

4.1

4.1.1

10cm

4.1.2

10cm

4.1.3

(1)

10cm

(2)

( 50 )

4.1.4

4.2

4.2.1

4.2.2

02421 02421 - 5 V1.0 92/08

4.2.3

(1)

(2)

02422 02422 - 1 92/08

02422

1.

1.1

H U

1.2

1.3

1.3.3 05091

1.4

1.4.1 CNS

(1) CNS 560 A2006

(2) CNS 2056 G3030

3CNS 2473 G3039

4CNS 2947 G3057

5CNS 3124 B2123

6CNS 4236 B2170

1.4.2 ASTM

(1) ASTM 307 Standard Specification for Carbon Steel Bolts and Studs

(2) ASTM A36/A36M Standard Specification for Carbon Structural Steel

(3) ASTM A615/A615M Standard Specification for Deformed and Plain

Billet-Steel Bars for Concrete

02422 02422 - 2 92/08

(4) AWS D1.4 Structural Welding CodeReinforcing Steel

5ASTM A194/A194M Standard Specification for Corbon and Alloy stell

Nuts for Bolts for High Pressure or High Temperature Service, or Both

1.5

1.5.1

1.5.2

(1)

(2)

(3)

(4)

2.

2.1

2.1.1

2.1.2 CNS 2473 G3039 SS400 CNS 2947 G3057

SM400(H )CNS 2473 G3039 SS490 (U )

2.1.3 CNS 4236 ASTM A307

2.1.4 CNS 560 A2006

2.1.5

,

30

2.1.6 ASTM

02422 02422 - 3 92/08

A615/A615M 480 MPa 420 MPa

AWS D1.4

10 mm,

5 %

2.1.7

2.1.8 CNS 4236 ASTM A194

2.1.9 CNS 2056 G3030

3.

3.1

3.1.1

3.1.2

3.1.3 05091

3.1.4

3.1.5 2mm

10mm

3.1.6

3.1.7 AWS CO2

05091

02422 02422 - 4 92/08

(1) 250

250

(2) 1.5

1.5

(3)

3.1.8

2.54 cm

3.1.9

10

3.1.10

3.1.11

02422 02422 - 5 92/08

3.2

3.2.1

3.2.2

3.2.3

(1) 2cm 10cm 0cm

(2) O 02412

O

(3) 5cm

4. 4.1

4.1.1 H U

4.1.2 H U

4.2

4.2.1 H U H (

)U ()H U

02422 02422 - 6 92/08

4.2.2

H ()

U ()

()

H

U

02423 02423 - 1 V1.0 92/08

02423

1.1

1.2

1.2.1

1.2.2

1.3

1.3.1 03052

1.3.2 03053 --

1.3.3 03210 --

1.4

1.4.1 CNS

(1) CNS 560 A2006

(2) CNS 2473 G3039

1.4.2 ASTM

(1) ASTM 307 Standard Specification for Carbon Steel Bolts and

Studs

1.5

02423 02423 - 2 V1.0 92/08

1.5.1

2.

2.1

2.1.1

(1) CNS 560 A2006 SD420

20cm

(2) CNS 2473 G3039 SS400

ASTM A307

(3) 3052

3053

(4)

1

(5) 1 1

0.35 0.45 5cm 3

300kgf/cm2

2.1.2

3.

3.1

02423 02423 - 3 V1.0 92/08

25mm16t 29mm20t

15t

3.2

3.2.1

(1)

(2) 1.5

(3)

(4)

50cm

(5) 2

25mm 6t 29mm 8t

24

3t 5t

02423 02423 - 4 V1.0 92/08

(6)

3.2.2

3.3

3.3.1

3.3.2 100 1

25mm 13t 29mm 16t

10t

3.3.3 2 2

2 1

4.

4.1

4.1.1

4.1.2

4.1.3

4.1.4 3.3

02423 02423 - 5 V1.0 92/08

4.2

4.2.1

4.2.2

02424 02424 - 1 V1.0 92/08

02424

1.

1.1

(Dry Mix Process)(Wet Mix Process)

1.2

1.2.1

1.2.2

1.3

1.3.1 03052

1.3.2 03053

1.3.3 03220

1.4

1.4.1 ACI

(1) ACI 506 Recommended Practice For Shotcreting

1.4.2 ASTM

(1) ASTM C39 Compressive Strength of Cylindrical Concrete

02424 02424 - 2 V1.0 92/08

Specimens

(2) ASTM C42 Obtaining and Testing Drilled Cores and Sawed Beams

of Concrete

(3) ASTM C78 Test Method for Flexural Strength of Concrete (Using

Simple Beam with Third-point Loading)

(4) ASTM C191 Time of Setting of Hydraulic Cement by Vicat Needle

(5) ASTM C260 Specification for Air-entraning Admixtures For

Concrete

(6) ASTM C494 Specification for Chemical Admixtures for Concrete

(7) ASTM A820 Specification for Steel Fibers for Fiber

Reinforcement Concrete

(8) ASTM C900 Test Method for Pullout Strength of Hardened

Concrete

(9) ASTM C1018 Test Method for Flexural Toughness and First Crack

Strength of Fiber Reinforcement Concrete (Using Beam with

Third-Point Loading)

(10)ASTM C1141 Standard Specification for Admixtures for

Shotcrete.

(11)ASTM C1240 Specification for Silica Fume for Use In Hydraulic

Cement Concrete And Mortar.

(12)ASTM C1398 Standard Test Method for Laboratory Determination

of Time Setting of Hydraulic-Cement Mortars Containing

Additives for Shotcrete by the Use of Gillmore Needles.

1.5

1.5.1

2.

02424 02424 - 3 V1.0 92/08

2.1

2.1.1 03052

2.1.2 03053

200 3 90

(%) (mm)

I II III

19.0mm (3/4 )

12.5mm (1/2 )

9.5mm (3/8 )

4.75mm (No.4)

2.36mm (No.8)

1.18mm (No.16)

0.6mm (No.30)

0.3mm (No.50)

0.15mm (No.100)

-

-

100

95-100

80-100

50-85

25-60

10-30

2-10

-

100

90-100

70-85

50-70

35-55

20-35

8-20

2-10

100

80-95

70-90

50-70

35-55

20-40

10-30

5-17

2-10

2.1.3

1 1%

2 Na2O 1%

2.1.4 03053

2.1.5 2.1.1~2.1.4

2.1.6 ASTM A820 TYPE I

02424 02424 - 4 V1.0 92/08

(1) : 2.5~4.0cm 0.5~0.8mm

40~80

(2) : 3,450kgf/cm2

(3) : 16C 3.18mm 90

2.1.7

ASTM Cl240

:

(1) :#325 90%

(2) : 7 85%

(3) :(Si02) 85%; 6%

2.1.8 (Water Reducing Admixture)

(Superplasticizer) ASTM C494 :

ASTM C260

2.1.9 03220

2.2

2.2.1

2.2.2

3.

02424 02424 - 5 V1.0 92/08

3.1

3.1.1

3.1.2

3.1.3 ASTM

C1141 ASTM C1398

(1) 13

(2) 12

3.1.4

:

(1) 400kg/m3 5%

(2) 420kg/m3 5%

(3)

5%

(4) 51

(5) 45kg/m3

(6) 7~12%

3.1.5 ACI 506 (Panel Test)

02424 02424 - 6 V1.0 92/08

ASTM C900 8

7.5cm 2 3 ASTM C39

328ASTM

C42

(1)

8 50kgf/cm2

3 140kgf/cm2

28 210kgf/cm2

(2)

8 50kgf/cm2

3 170kgf/cm2

28 255kgf/cm2

3.1.6 3.1.5

ASTM C78 28 ASTM

Cl018 50kgf/cm2

I5I10 I20 46 10

3.1.7 30

3.2

3.2.1

(1)

02424 02424 - 7 V1.0 92/08

2

(2)

3.1.53.1.6

A. 30

B. 60

90

3.2.2 20cm

20cm

1.0m

3.2.3

(1)

(2)

5cm

2m

(3) 80

100cm 80

(4) 15cm

2cm

02424 02424 - 8 V1.0 92/08

10cm

(5)

(6)

(7)

1500mm

100mm

300mm

(8) L

3.3

3.3.1

(1) 40m3 500m2

28

ASTM C42

40

ASTM C42

(2) 40m3 500m2

46cm46cm20cm

40

7.5cm 3

02424 02424 - 9 V1.0 92/08

(3) ASTM

C78 ASTM C1018 28

3.3.2

(1)

178 kgf/cm2

157 kg/cm2

(2)

A. 216 kgf/cm2

191 kgf/cm2

B. 50kgf/cm2

42kgf/cm2

C. I54I106I2010

I53I104I208

3.3.3

(1)

178 kgf/cm2

157 kgf/cm2

(2)

A. 216 kgf/cm2

191 kgf/cm2

B. 50 kgf/cm2

42 kgf/cm2

C. I54I106I2010

I53I104I208

3.3.4 3.3.3

3.3.3

02424 02424 - 10 V1.0 92/08

3.3.5

4.

4.1

4.1.1

(=R+t+d+ds/2 02412

)

4.1.2

4.1.3

15

4.1.4

15

4.1.5 L

4.1.6

4.2

4.2.1

02424 02424 - 11 V1.0 92/08

15%

4.2.2 4.1.3 4.1.4

4.2.3 3.3.3

7

4.2.4 L L L

4.2.5

L

02425 02425 - 1 V1.0 92/08

02425

1.

1.1

1.2

1.3

1.3.1 02412

1.3.2 02432

1.3.3 03052

1.3.4 03053

1.3.5 03110

1.3.6 03210

1.4

1.4.1 ACI

(1) ACI 308 Standard Practice for Curing Concrete

(2) ACI 347 Guide to Formwork for Concrete

1.5

1.5.1

02425 02425 - 2 V1.0 92/08

1.5.2 60

2.

2.1

2.1.1 03052

03053

15cm

2.1.2 03210

2.2

2.2.1

2.2.2 ACI 347 AISC

(mm)

/360 1.6

1.5m /360 3.2

1.5m /360 6

2.2.3

02425 02425 - 3 V1.0 92/08

2.2.4

3

2.2.5

2.2.6

2.2.7

3.

3.1

3.1.1

3.1.2

(1)

(2)

(3)

(4)

(5)

(6)

(7)

3.2

3.2.1

(1)

(2)

02425 02425 - 4 V1.0 92/08

(3)

03110

(4)

(5)

A. 24

B. 16

C. 24

D. 7

3.2.2

(1)

(2)

1.5

(3)

(4)

(5)

(6)

02432

00700 J.3

02425 02425 - 5 V1.0 92/08

(7) 03053

ACI 308

4.

4.1

4.1.1

PG

4.1.2

4.1.3 03110

4.1.4

B-D ( 02412

) 40%

4.1.5

()

4.1.6

4.1.7 03210

4.2

4.2.1

02425 02425 - 6 V1.0 92/08

4.2.2 03110

4.2.3

4.2.4

4.2.5 ()

4.2.6

4.2.7 03210

02432 02432 - 1 V1.0 92/08

02432

1.

1.1

1.2

1.3

1.3.1 02425

1.3.2 02447

1.3.3 03053

1.4

1.4.1 (CNS)

(1) CNS 61 R2001

(2) CNS 1240 A2029

(3) CNS 2238 K1082

1.4.2 (ASTM)

(1) ASTM C227

(2) ASTM C289

(3) ASTM C618

02432 02432 - 2 V1.0 92/08

1.5

1.5.1

1.5.2 30

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

1.5.3

1.5.4

2.

2.1

2.1.1

(1)

02432 02432 - 3 V1.0 92/08

(2) 03053

(3) CNS 61 R2001 I

12

(4) 03053

A.

NO.8 100

NO.16 95100

NO.30 6085

NO.50 2050

NO.100 1030

NO.200 05

B. 1.4 2.1

(5)

A.

B.

C.

D. Bentonite

200 90 200~500 50~80

150~420

24

E. ASTM C618

2.1.2

(1) 3

CNS 2238 #3

02432 02432 - 4 V1.0 92/08

(15Be) 40

(SiO2)() 28-30

(Na2O)() 9-10

(Fe)() 0.02

() 0.2

(2)

A.

B.

C.

D.

E.

2.2

2.2.1

N

2.2.2

(1)

(2)

02432 02432 - 5 V1.0 92/08

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

3.

3.1

3.2

3.2.1

(1)

02432 02432 - 6 V1.0 92/08

N

E

100m

(2)

(3)

(4)

(5)

3.2.2

(1)

(2)

(3)

02432 02432 - 7 V1.0 92/08

0.4~4

2~20kgf/cm2 3

(4)

(5)

A. 5

3.0 kgfcm2 15

3.08.0 kgfcm2 10

8.015.0 kgfcm2 5

15 kgfcm2 3

B.

3.2.3

(1)

0.4 2.0

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2kgf/cm2

10 30

2

(2)

A. 15

Dial Gauge

B.

C.

3.4

3.4.1

3.4.2

(1)

(2)

3.4.3

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10

4.

4.1

4.1.1

4.1.2

4.1.3

1

50

2

50

4.5%

(3)

(4) L.W.

50

4.1.4

50

4.2

4.2.1

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90 100

70~90 70

50~70 50

50 0

4.2.2

4.2.3

(1)

(2)

(3)

(4) L.W.

4.2.4

L.W.

4.2.5

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02447

1.

1.1

1.2

()

1.3

1.4

1.4.1

1.4.2 30

(1)

(2)

(3)

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(4)

(5)

2.

2.1

2.1.1

2.1.2

20mm 25cm

0.01mm D

100m

1() 1.0mm ()

2.1.3

50mm

0.01mm

2.1.4 2.1.2

1mm

2.1.5

50kgf/ 2

0.05kgf/ 2 200kgf/ 2

0.1kgf/ 2

2.1.6 0.75m 1.5m

25t

0.01mm

2.1.7 25t

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2% 30mm

2.1.8

1% 3000m/m(Micro-Strain)

2.1.9

2.1.10

3.

3.1

3.1.1

3.1.2

12

3.1.3 (Geotechnical Engineer)

(

)

3.1.4

()

3.2

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3.2.1

D

3.2.2

(1)

(2)

30cm

(3)

(4)

(5)

(6)

(7)

3.2.3

3.2.1

3.2.4

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3.2.5

3.2.6

3.2.7

(1)

(2)

(3)

(4) Cable

3.2.8

3.3

3.3.1

3.3.2 D

3.3.3

24

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3.3.3 7 8

3

3.4 3.4.1

3.3.2

3.4.2

(1)

(2) ()

(3)

(4)

(5)

(6)

(7)

(8) (

)

(9)

4.

4.1

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4.1.1

4.1.2 3D

4.2

4.2.1

50%

40%

4.2.2

80% 20%

4.2.3

4.2.4

2

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02448 02448 - 1 V1.0 92/08

02448

1.

1.1

1.2

(Non-woven Geotextile)

(Waterproofing Membrane)

1.3

1.4

1.4.1 ASTM

(1) ASTM D4716 Standard Test Method For Constant Head Hydraulic

Transmissivity (In-Plane Flow) of Geotextiles and Geotextile

Related Products

1.4.2 DIN

(1) DIN 53370 Testing of Plastics FilmDetermination of the

Thickness by Mechanical Feeling

(2) DIN 53455 Testing of Plastics Tensile Test

(3) DIN 53454 Testing of Plastics Compression Test

(4) DIN 53363 Testing of Plastics Films;Tear Propagation Test on

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Trapezoidal Specimens with a Slit

(5) DIN 16726 Plastic Roofing Felt and Waterproofing Sheet,

Testing

(6) DIN 53495 Testing of Plastics ;Determination of Water

Absorption

(7) DIN 4102/1 Fire Behaviour of Building Materials and Building

Components;Building Materials Concepts, Requirements and

Tests

(8) DIN 53855/3 Testing of Textiles,Determination of Thickness of

Textile Fabrics, Floor Coverings

(9) DIN EN 29073/3 Textile Test Methods for Nonwovens

Determination of Tensile Strength and Elongation

(10) DIN EN 12127 Textile FabricsDetermination of Mass per Unit

Area Using Small Samples

1.5

1.5.1

1.5.2 3

(1)

(2)

A.

B.

1.6

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1.6.1

1.6.2

1.6.3

2.

2.1

2.1.1

(1) (EthyleneCopolymerBitumen

ECB)(Poly-Vinyl-Chloride, PVC)

(Signal Layer)

(2)

(3)

2.1.2

(1) (Polypropylene)

(2)

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ECB

1. 2.0 mm DIN 53370

2. 8 N/mm2 min DIN 53455

3. 500% min DIN 53455

4.

(20%)

2.5 N/mm2 min

( 10mm )

DIN 53454

5. 150 N/mm min DIN 53363

6. 10 bar /10 hours DIN 16726

7. 7.2 N/mm2 min DIN 16726

8. 2% max DIN 16726

9. 1% max DIN 53495

10.

(28 )

20% max

20% max

DIN 16726

11.

(hardlycombustible)

DIN 4102/1

PVC

1. 2.0 mm DIN 53370

2. 15 N/mm2 min DIN 53455

3. 250% min DIN 53455

4.

(20%)

2.5 N/mm2 min

( 10mm )

DIN 53454

5. 100 N/mm min DIN 53363

6. 10 bar /10 hours DIN 16726

7. 13.5 N/mm2 min DIN 16726

8. 2% max DIN 16726

9. 1% max DIN 53495

10.(28 ) 20% max

20% max

DIN 16726

11. (hardly

combustible)

DIN 4102/1

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1. 500 g/m2 min DIN EN 12127

2.

at 0.02 kgf/cm2 at 2.0 kgf/cm2

3.9 mm min

1.9 mm min

DIN 53855/3

3. 1000 N/5cm min DIN EN 29073/3

4. 40% min DIN EN 29073/3

5.

30

20 min DIN EN 29073/3

6.

at 0.02 kgf/cm2

at 2.0 kgf/cm2

510-1 cm/s min

510-2 cm/s min

ASTM D4716

7.

10% max

SN 640 550

DIN EN 29073/3

2.1.3

(

)

3.

3.1

3.2

3.2.1

(1) 60

4

(2) 10cm

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(3)

3.2.2

(1)

(2) 8cm(Double seam)

3.3.1

(3)

(4) 15cm 3.3.2

(5)

(6) 1,000m

(7)

3.3

3.3.1

1.02.0kgf/cm2

5 20%

3.3.2 (Vacuum Test)

0.20.5kgf/cm2

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4.

4.1

4.1.1 D

4.2

4.2.1

4.2.2

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