Product
제품상세
High strength for civil engineering reinforcement ‘Geogrid’
Trigrid, a reinforcing material for civil engineering, boasts of its superior constructability, stability, economic feasibility and creep property and is widely used in various construction sites.
Brand Introduction
The brand of a reinforcing material for civil engineering is 'TRIGRID'.
HighStrength
Low ductility
Low creep
Superiorconstructionresistance
Long-termdesigntensilestrength
Type |
Mechanical Properties |
Roll Dimensions |
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---|---|---|---|---|
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|
RFCR |
1.47 ~ 1.52 |
1.67 |
1.42 ~ 1.44 |
1.67 |
RFID |
1.01 ~ 1.05 |
1.03 |
1.04 ~ 1.08 |
1.12 |
RFD |
1.03 ~ 1.11 |
1 |
1.09 ~ 1.12 |
1.05 |
RF |
1.58 ~ 1.70 |
1.72 |
1.62 ~ 1.72 |
2 |
Product | Materials |
Mechanical Properties |
Roll Dimensions |
|||
---|---|---|---|---|---|---|
Max. |
Elongation (%) |
Strength at |
Width |
Length |
||
EX 040 |
PET |
> 4 |
< 13 |
> 2.0 |
2.0 / 4.0 |
50 |
EX 060 | > 6 | > 3.0 | ||||
EX 080 | > 8 | > 4.0 | ||||
EX 100 | > 10 | > 5.0 | ||||
EX 150 | > 15 | > 7.5 | ||||
EX 200 | > 20 | > 10.0 |
Product | Materials |
Mechanical Properties |
Roll Dimensions | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
Max. |
Elongation (%) |
Strength at |
Strength at |
Width |
Length |
||||||
MD |
CD |
MD |
CD |
MD |
CD |
MD |
CD |
||||
EX 2020 |
PET |
> 2 | > 2 |
< 13 |
< 13 | > 0.4 | > 0.4 |
> 1 |
> 1 |
3.9 | 50 |
EX 2030 | > 2 | > 3 | > 0.4 | > 0.6 |
> 1 |
> 1.5 |
|||||
EX 3030 | > 3 | > 3 | > 0.6 | > 0.6 |
> 1.5 |
> 1.5 |
|||||
EX 4040 | > 4 | > 4 | > 0.8 | > 0.8 | > 2 | > 2 | |||||
EX 6060 | > 6 | > 6 | > 1.2 | > 1.2 | > 3 | > 3 |
Agency | Project | Period |
---|---|---|
FITI | Geogrid durability evaluation and creep reduction factor calculation |
11. 03 ~ 11. 08 |
PWRC | PWRC Certification In Japan | 06. 12 ~ 08. 12 |
BTTG |
CE Certification |
06. 08 ~ 07. 05 |
KRRI |
Application of TRIGITEX® against Mud Pumping of Railroad |
04. 06 ~ 06. 12 |
KRRI |
Evaluation and study of the engineering characteristics of |
05. 03 ~ 06. 05 |
KRRI |
Study on Control Method of Reflective Cracking for Asphalt Overlay using TRIGRID®AO |
04. 06 ~ 06. 06 |
FITI GSI - KOREA |
GCI Certification Test of products |
03. 06 ~ 06. 01 |
Kangwon Univ. |
Study on simulation of Reflective Cracking for Asphalt |
03. 09 ~ 04. 02 |
Korea Highway Corp. |
Effect of Geogrid on Compaction Efficiency for Highway |
02. 04 ~ 04. 08 |
Hongik Univ. |
Study on Soil Reinforcement Effects and Drainage |
01. 07 ~ 02. 06 |
Incheon Univ. |
Bearing Capacity Characteristic of Reinforced Soft Ground |
01. 07 ~ 02. 04 |
FITI GSI - KOREA |
Study and Evaluation on Chemical Stability of TRIGRID® |
01. 03 ~ 02. 02 |
KICT |
Evaluation of Installation Damage of TRIGRID® |
01. 07 ~ 01. 09 |
KICT |
Monitoring and Analysis of the Geogridreinforced Soil |
01. 03 ~ 02. 02 |
Chonnam Univ. |
Development of Geogrid Composite Material for High |
00. 07 ~ 01. 06 |
KICT |
Site Monitoring and Analysis of the Segmental Retaining |
98. 12 ~ 00. 11 |
KICT |
Engineering Properties of Various Geogrid Types and their |
98. 01 ~ 99. 12 |
KICT : Korea Institute of Construction Technology
BTTG : British Textile Technology Group
KRRI : Korea Railroad Research Institute
PWRC : Public Works Research Center in Japan
Charge | Area | Name | Tel | Fax | |
---|---|---|---|---|---|
Sales | Lee, Sang Min | 82-2-2189-4952 | 82-2-2189-4959 | sangmin@huvis.com |