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§´§Ö§ç§ß§Ú§é§Ö§ã§Ü§Ú§Ö §ç§Ñ§â§Ñ§Ü§ä§Ö§â§Ú§ã§ä§Ú§Ü§Ú §à§Õ§ß§à§à§ã§Ö§Ó§à§Û §²§² (§á§à§Ý§Ú§á§â§à§á§Ú§Ý§Ö§ß§à§Ó§à§Û) §Ô§Ö§à§ã§Ö§ä§Ü§Ú

PP uniaxial geogrid technical datas

 

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Item

§¡§â§ä§Ú§Ü§å§Ý,

Art.No.

PLB010101

PLB010102

PLB010103

PLB010104

PLB010105

§±§Ñ§â§Ñ§Þ§Ö§ä§â§í

Specs

TGDG25

TGDG35

TGDG50

TGDG80

TGDG110

§±§Ý§à§ä§ß§à§ã§ä§î, §Ô§â./§Þ2

Unit weight£¬g/m2

370¡À50

450¡À50

550¡À50

700¡À50

1100¡À50

§º§Ú§â§Ú§ß§Ñ, §Þ

Width£¬m

1.0+0.2/-0 or 2.0+0.2/-0

§±§â§à§é§ß§à§ã§ä§î §ß§Ñ §â§Ñ§Ù§â§í§Ó,

§Ü§¯/§Þ

Tensile strength£¬

kN/m¡Ý

25

35

50

80

110

§¬§à§ï§æ§Ú§è§Ú§Ö§ß§ä

§â§Ñ§ã§ä§ñ§Ø§Ú§Þ§à§ã§ä§Ú, %

Elongation£¬%¡Ü

10

§±§â§à§é§ß§à§ã§ä§î §ß§Ñ §â§Ñ§Ù§â§í§Ó §á§â§Ú §Ü§à§ï§æ§æ§Ú§è§Ú§Ö§ß§ä§Ö §â§Ñ§ã§ä§ñ§Ø§Ú§Þ§à§ã§ä§Ú 2%, §Ü§¯/§Þ

Tensile strength at 2% strain£¬kN/m¡Ý

7

10

12

26

32

§±§â§à§é§ß§à§ã§ä§î §ß§Ñ §â§Ñ§Ù§â§í§Ó §á§â§Ú §Ü§à§ï§æ§æ§Ú§è§Ú§Ö§ß§ä§Ö §â§Ñ§ã§ä§ñ§Ø§Ú§Þ§à§ã§ä§Ú 5%, §Ü§¯/§Þ

Tensile strength at 5% strain£¬kN/m¡Ý

14

20

28

48

64

§¥§Ý§Ú§ß§Ñ §á§à§Ý§à§ä§ß§Ñ

 §Ó §â§å§Ý§à§ß§Ö, §Þ

Roll length£¬m

50+0.25/-0

 

 

§´§Ö§ç§ß§Ú§é§Ö§ã§Ü§Ú§Ö §ç§Ñ§â§Ñ§Ü§ä§Ö§â§Ú§ã§ä§Ú§Ü§Ú §à§Õ§ß§à§à§ã§ä§ß§à§Û §Ô§Ö§à§ã§ä§Ö§ä§Ü§Ú

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Item

§¡§â§ä§Ú§Ü§å§Ý

Art. No.

PLB010201

PLB010202

PLB010203

PLB010204

PLB010205

§±§Ñ§â§Ñ§Þ.

Specs

TGDG25

TGDG35

TGDG50

TGDG80

TGDG110

§±§Ý§à§ß§à§ã§ä§î, §Ô§â./§Þ2

Unit weight£¬g/m2

370¡À50

450¡À50

550¡À50

700¡À50

1100¡À50

§º§Ú§â§Ú§ß§Ñ, §Þ

Width£¬m

1.0+0.2/-0 or 2.0+0.2/-0

§±§â§à§é§ß§à§ã§ä§î §ß§Ñ §â§Ñ§Ù§â§í§Ó,

§Ü§¯/§Þ

Tensile strength£¬kN/m¡Ý

25

35

50

80

110

§¬§à§ï§æ§Ú§è§Ú§Ö§ß§ä

§â§Ñ§ã§ä§ñ§Ø§Ú§Þ§à§ã§ä§Ú, %

Elongation£¬%¡Ü

12

§±§â§à§é§ß§à§ã§ä§î §ß§Ñ §â§Ñ§Ù§â§í§Ó §á§â§Ú §Ü§à§ï§æ§æ§Ú§è§Ú§Ö§ß§ä§Ö §â§Ñ§ã§ä§ñ§Ø§Ú§Þ§à§ã§ä§Ú 2%,§Ü§¯/§Þ

Tensile strength at 2% strain£¬kN/m¡Ý

6

9

10

23

30

§±§â§à§é§ß§à§ã§ä§î §ß§Ñ §â§Ñ§Ù§â§í§Ó §á§â§Ú §Ü§à§ï§æ§æ§Ú§è§Ú§Ö§ß§ä§Ö §â§Ñ§ã§ä§ñ§Ø§Ú§Þ§à§ã§ä§Ú 5%, §Ü§¯/§Þ

Tensile strength at 5% strain£¬kN/m¡Ý

12

18

25

44

60

§¥§Ý§Ú§ß§Ñ §á§à§Ý§à§ä§ß§Ñ

§Ó §â§å§Ý§à§ß§Ö, §Þ

Roll length£¬m

50+0.25/-0

 

§¥§Ó§å§à§ã§Ö§Ó§Ñ§ñ §²§² §Ô§Ö§à§ã§Ö§ä§Ü§Ñ

 

 

 

 

 

§´§Ö§ç§ß§Ú§é§Ö§ã§Ü§Ú§Ö §ç§Ñ§â§Ñ§Ü§ä§Ö§â§Ú§ã§ä§Ú§Ü§Ú §Õ§Ó§å§à§ã§ß§à§Û §á§à§Ý§Ú§á§â§à§á§Ú§Ý§Ö§ß§à§Ó§à§Û §Ô§Ö§à§ã§Ö§ä§Ü§Ú

PP biaxial geogrid technical data

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Item

Art. No.

PLB010301

PLB010302

PLB010303

PLB010304

PLB010305

Specs

TGSG15-15

TGSG20-20

TGSG30-30

TGSG40-40

TGSG45-45

§±§Ý§à§ä§ß§à§ã§ä§î, §Ô§â/§Þ2

Unit weight£¬g/m2

300¡À30

330¡À30

400¡À40

500¡À50

550¡À50

§º§Ú§â§Ú§ß§Ñ, §Þ

Width£¬m

4.0+0.2/-0

§±§â§à§é§ß§à§ã§ä§î §ß§Ñ §â§Ñ§Ù§â§í§Ó   §á§à §à§ã§ß§à§Ó§Ö,

§Ü§¯/§Þ

Tensile strength(MD)£¬

kN/m¡Ý

15

20

30

40

45

§±§â§à§é§ß§à§ã§ä§î §ß§Ñ §â§Ñ§Ù§â§í§Ó  §á§à §å§ä§Ü§å,

§Ü§¯/§Þ

Tensile strength

(CD)£¬kN/m¡Ý

15

20

30

40

45

§¬§à§ï§æ§Ú§è§Ú§Ö§ß§ä

§â§Ñ§ã§ä§ñ§Ø§Ú§Þ§à§ã§ä§Ú, %

§á§à §à§ã§ß§à§Ó§Ö

Elongation(MD)£¬%¡Ü

13

§¬§à§ï§æ§Ú§è§Ú§Ö§ß§ä

§â§Ñ§ã§ä§ñ§Ø§Ú§Þ§à§ã§ä§Ú, %

§±§à §å§ä§Ü§å

Elongation(CD)£¬%¡Ü

16

§±§â§à§é§ß§à§ã§ä§î §ß§Ñ §â§Ñ§Ù§â§í§Ó §á§â§Ú §Ü§à§ï§æ§æ§Ú§è§Ú§Ö§ß§ä§Ö §â§Ñ§ã§ä§ñ§Ø§Ú§Þ§à§ã§ä§Ú 2%,§Ü§¯/§Þ

§±§à §à§ã§ß§à§Ó§Ö

Tensile strength at 2% strain(MD)£¬kN/m¡Ý

5

8

11

13

16

§±§â§à§é§ß§à§ã§ä§î §ß§Ñ §â§Ñ§Ù§â§í§Ó §á§â§Ú §Ü§à§ï§æ§æ§Ú§è§Ú§Ö§ß§ä§Ö §â§Ñ§ã§ä§ñ§Ø§Ú§Þ§à§ã§ä§Ú 2%,§Ü§¯/§Þ

§±§à §å§ä§Ü§å

Tensile strength at 2% strain(CD)£¬kN/m¡Ý

7

10

13

15

20

§±§â§à§é§ß§à§ã§ä§î §ß§Ñ §â§Ñ§Ù§â§í§Ó §á§â§Ú §Ü§à§ï§æ§æ§Ú§è§Ú§Ö§ß§ä§Ö §â§Ñ§ã§ä§ñ§Ø§Ú§Þ§à§ã§ä§Ú 5%,§Ü§¯/§Þ

§±§à §à§ã§ß§à§Ó§Ö

Tensile strength at 5% strain(MD)£¬kN/m¡Ý

8

10

15

16

25

§±§â§à§é§ß§à§ã§ä§î §ß§Ñ §â§Ñ§Ù§â§í§Ó §á§â§Ú §Ü§à§ï§æ§æ§Ú§è§Ú§Ö§ß§ä§Ö §â§Ñ§ã§ä§ñ§Ø§Ú§Þ§à§ã§ä§Ú 5%,§Ü§¯/§Þ

§±§à §å§ä§Ü§å

Tensile strength at 5% strain(CD)£¬kN/m¡Ý

10

13

15

20

22

 

 

 
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