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Inwoo Ecotech
Method Comparison Table1
classification | INWOO Green Vegetation Mat | INWOO GXP Revetment Vegetation Mat Method | Vegetation mat |
---|---|---|---|
Cross-sectional | |||
Specification | 1,000 X 2,000 | 2,000 X 1,000 | W1100 X T20 X VAR |
Construction slope | 1:1.5 or higher | 1:1.5 or higher | 1:1.0 ~ 3.0 |
Picture | |||
Method |
|
|
|
Tractive force | 30 kg/㎡ | 30 kg/㎡ | 3.5 kg/㎡ or less |
Flow velocity | 6.0 m/s | 6.0 m/s | 4.0 m/s |
advantage |
|
|
|
Disadvantage |
|
|
|
Construction cost | Total : KRW 43,250 /㎡ | Total : KRW 43,250 /㎡ | Total : KRW 48,000 /㎡ |
classification | INWOO Green Vegetation Mat |
---|---|
Cross-sectional | |
Specification | 1,000 X 2,000 |
Construction slope | 1:1.5 or higher |
Picture | |
Method |
|
Tractive force | 30 kg/㎡ |
Flow velocity | 6.0 m/s |
advantage |
|
Disadvantage |
|
Construction cost | Total : KRW 43,250 /㎡ |
classification | INWOO GXP Revetment Vegetation Mat Method |
---|---|
Cross-sectional | |
Specification | 2,000 X 1,000 |
Construction slope | 1:1.5 or higher |
Picture | |
Method |
|
Tractive force | 30 kg/㎡ |
Flow velocity | 6.0 m/s |
advantage |
|
Disadvantage |
|
Construction cost | Total : KRW 43,250 /㎡ |
classification | Vegetation mat |
---|---|
Cross-sectional | |
Specification | W1100 X T20 X VAR |
Construction slope | 1:1.0 ~ 3.0 |
Picture | |
Method |
|
Tractive force | 3.5 kg/㎡ or less |
Flow velocity | 4.0 m/s |
advantage |
|
Disadvantage |
|
Construction cost | Total : KRW 48,000 /㎡ |
Method Comparison Table2
classification | Biomat | Ecoblock (S-type) | Biodegradable vegetation cube |
---|---|---|---|
Cross-sectional | |||
Specification | 1,000 X 2,000 | 1,000*1,000*T100 | 2.15(m) X 20(m) X 30(mm) |
Construction slope | 1:1.5 or higher | 1:1.0 ~ 3.0 | 1.2 or higher |
Picture | |||
Method |
|
|
|
Tractive force | 6.7 kg/㎡ | 7.5 kg/㎡ or less | 4 kg/㎡ or more; 10kg/㎡ if rooting is realized |
Flow velocity | 6.0 m/s(when rooting is realized) | 7.5 m/s or higher | 2 ~ 4 m/s |
advantage |
|
|
|
Disadvantage |
|
|
|
Construction cost | Total : KRW 59,300 /㎡ | Total : KRW 119,305 /㎡ (excluding the transportation cost) |
Total : KRW 62,000 /㎡ |
classification | Biomat |
---|---|
Cross-sectional | |
Specification | 1,000 X 2,000 |
Construction slope | 1:1.5 or higher |
Picture | |
Method |
|
Tractive force | 6.7 kg/㎡ |
Flow velocity | 6.0 m/s(when rooting is realized) |
advantage |
|
Disadvantage |
|
Construction cost | Total : KRW 59,300 /㎡ |
classification | Ecoblock (S-type) |
---|---|
Cross-sectional | |
Specification | 1,000*1,000*T100 |
Construction slope | 1:1.0 ~ 3.0 |
Picture | |
Method |
|
Tractive force | 7.5 kg/㎡ or less |
Flow velocity | 7.5 m/s or higher |
advantage |
|
Disadvantage |
|
Construction cost | Total : KRW 119,305 /㎡ (excluding the transportation cost) |
classification | Biodegradable vegetation cube |
---|---|
Cross-sectional | |
Specification | 2.15(m) X 20(m) X 30(mm) |
Construction slope | 1.2 or higher |
Picture | |
Method |
|
Tractive force | 4 kg/㎡ or more; 10kg/㎡ if rooting is realized |
Flow velocity | 2 ~ 4 m/s |
advantage |
|
Disadvantage |
|
Construction cost | Total : KRW 62,000 /㎡ |
Method Comparison Table3
classification | Environmental vegetation revetment block | Stone type block | Landscaping stone + coir roll |
---|---|---|---|
Cross-sectional | |||
Specification | 990 X 990 X 225 | 1,000 X 1,000 X 250(22) | |
Construction slope | 1:1 ~ 1:3 | 1:2.0 or higher | |
Picture | |||
Method |
|
|
|
Tractive force | 24 kg/㎡ | 340 kg/㎡ | 15 kg/㎡ |
Flow velocity | 6 m/s | 7 m/s | 4 m/s |
Advantage |
|
|
|
Disadvantage |
|
|
|
Construction cost | Total : KRW 96,622 /㎡ | Total : KRW 99,666 (90,666) /㎡ (excluding the transportation cost) |
Total : KRW 130,000 /㎡ |
classification | Environmental vegetation revetment block |
---|---|
Cross-sectional | |
Specification | 990 X 990 X 225 |
Construction slope | 1:1 ~ 1:3 |
Picture | |
Method |
|
Tractive force | 24 kg/㎡ |
Flow velocity | 6 m/s |
Advantage |
|
Disadvantage |
|
Construction cost | Total : KRW 96,622 /㎡ |
classification | Stone type block |
---|---|
Cross-sectional | |
Specification | 1,000 X 1,000 X 250(22) |
Construction slope | |
Picture | |
Method |
|
Tractive force | 340 kg/㎡ |
Flow velocity | 7 m/s |
Advantage |
|
Disadvantage |
|
Construction cost | Total : KRW 99,666 (90,666) /㎡ (excluding the transportation cost) |
classification | Landscaping stone + coir roll |
---|---|
Cross-sectional | |
Specification | |
Construction slope | 1:2.0 or higher |
Picture | |
Method |
|
Tractive force | 15 kg/㎡ |
Flow velocity | 4 m/s |
Advantage |
|
Disadvantage |
|
Construction cost | Total : KRW 130,000 /㎡ |
Method Comparison Table4
classification | Vegetation Formation Roll | Union Stone | Soil Mattress |
---|---|---|---|
Cross-sectional | |||
Specification | 300*400 | Boulder anchor type (300 ~ 500mm) | 2,000 X 1,000 X 300 |
Construction slope | 1:1.0 ~ 3.0 | 1:1.5 or higher | 1:1.0 ~ 5.0 or higher |
Picture | |||
Method |
|
|
|
Tractive force | 4.3 kg/㎡ or less | 37.0 kg/㎡ | 30 kg/㎡ or higher |
Flow velocity | 3.5 m/s | 10.0 m/s | 5.0 m/s |
Advantage |
|
|
|
Disadvantage |
|
|
|
Construction cost | Total : KRW 122,866 /㎡ | Total : KRW 164,400 /㎡ | Total : KRW 53,000 /㎡ |
classification | Vegetation Formation Roll |
---|---|
Cross-sectional | |
Specification | 300*400 |
Construction slope | 1:1.0 ~ 3.0 |
Picture | |
Method |
|
Tractive force | 4.3 kg/㎡ or less |
Flow velocity | 3.5 m/s |
Advantage |
|
Disadvantage |
|
Construction cost | Total : KRW 122,866 /㎡ |
classification | Union Stone |
---|---|
Cross-sectional | |
Specification | Boulder anchor type (300 ~ 500mm) |
Construction slope | 1:1.5 or higher |
Picture | |
Method |
|
Tractive force | 37.0 kg/㎡ |
Flow velocity | 10.0 m/s |
Advantage |
|
Disadvantage |
|
Construction cost | Total : KRW 164,400 /㎡ |
classification | Soil Mattress |
---|---|
Cross-sectional | |
Specification | 2,000 X 1,000 X 300 |
Construction slope | 1:1.0 ~ 5.0 or higher |
Picture | |
Method |
|
Tractive force | 30 kg/㎡ or higher |
Flow velocity | 5.0 m/s |
Advantage |
|
Disadvantage |
|
Construction cost | Total : KRW 53,000 /㎡ |