Technical parameters
specifications |
Tensile force, KN/M |
Elongation % |
Node strength N |
Width m |
Volume length m |
Longitudinal, transverse |
≤3 |
≥50 |
45022 |
30-50 |
GSZ4040 |
≥40,≥40 |
≤3 |
|
|
|
GSZ5050 |
≥50,≥50 |
≤3 |
|
|
|
GSZ6060 |
≥60,≥60 |
≤3 |
|
|
|
GSZ8080 |
≥80,≥80 |
≤3 |
|
|
|
GSZ100100 |
≥100,≥100 |
≤3 |
|
|
|
GSZ120120 |
≥120,≥120 |
≤3 |
|
|
|
note |
Special specifications can be produced according to customer requirements |
Item |
GSZ30-30 |
GSZ40-40 |
GSZ50-50 |
GSZ60-60 |
GSZ80-80 |
GSZ100-100 |
GSZ150 -150 |
Tensile yield force per linear metre(KN/m)≥ |
lengthwise |
30 |
40 |
50 |
60 |
80 |
100 |
150 |
across |
30 |
40 |
50 |
60 |
80 |
100 |
150 |
Yield elongation %≤ |
lengthwise |
3 |
across |
3 |
2% elongation tensile force (KN/m)≥ |
longitudinal |
27 |
32 |
45 |
54 |
67 |
84 |
127 |
across |
27 |
32 |
45 |
54 |
67 |
84 |
127 |
Width m |
6 |
Bidirectional performance indicators
Model No. |
Ultimate tensile strength per linear metre kN/m |
Elongation at break % per linear metre |
Ultimate tensile strength per linear metre after 100 freeze-thaw cycles kN/m |
% elongation at break per linear metre after 100 freeze-thaw cycles |
Frost resistance index ℃ |
Sticky, solder joint limit peeling force N |
Longitudinal |
perpendicular |
Longitudinal |
perpendicular |
Longitudinal |
perpendicular |
Longitudinal |
perpendicular |
GSZ30-30 |
30 |
30 |
≤3 |
≤3 |
30 |
30 |
≤3 |
≤3 |
-35 |
≥100 |
GSZ40-40 |
40 |
40 |
≤3 |
≤3 |
40 |
40 |
≤3 |
≤3 |
-35 |
≥100 |
GSZ50-50 |
50 |
50 |
≤3 |
≤3 |
50 |
50 |
≤3 |
≤3 |
-35 |
≥100 |
GSZ60-60 |
60 |
60 |
≤3 |
≤3 |
60 |
60 |
≤3 |
≤3 |
-35 |
≥100 |
GSZ70-70 |
70 |
70 |
≤3 |
≤3 |
70 |
70 |
≤3 |
≤3 |
-35 |
≥100 |
GSZ80-80 |
80 |
80 |
≤3 |
≤3 |
80 |
80 |
≤3 |
≤3 |
-35 |
≥100 |
GSZ100-100 |
100 |
100 |
≤3 |
≤3 |
100 |
100 |
≤3 |
≤3 |
-35 |
≥100 |
GDZ50-20 |
50 |
20 |
≤3 |
≤3 |
50 |
20 |
≤3 |
≤3 |
-35 |
≥100 |
GDZ60-20 |
60 |
20 |
≤3 |
≤3 |
60 |
20 |
≤3 |
≤3 |
-35 |
≥100 |
GDZ80-20 |
80 |
20 |
≤3 |
≤3 |
80 |
20 |
≤3 |
≤3 |
-35 |
≥100 |
GDZ50-30 |
50 |
30 |
≤3 |
≤3 |
50 |
30 |
≤3 |
≤3 |
-35 |
≥100 |
GDZ60-40 |
60 |
40 |
≤3 |
≤3 |
60 |
40 |
≤3 |
≤3 |
-35 |
≥100 |
GDZ80-40 |
80 |
40 |
≤3 |
≤3 |
80 |
40 |
≤3 |
≤3 |
-35 |
≥100 |
Product characteristics
1. Compared with traditional grating, steel-plastic geogrid has many characteristics, including higher strength, bearing capacity, corrosion resistance, aging resistance, larger coefficient of friction, uniform pore structure, easy construction process, and long service life.
2. It can also effectively prevent construction damage caused by construction machinery crushing and destruction, providing a reliable guarantee for engineering construction.
Characteristics
1. The steel-plastic composite grating uses high-strength steel wires woven in warp and weft to carry the tensile force and therefore has an tensile modulus at low strains. The longitudinal and transverse ribs work together to maximize the locking effect of the grating on the soil. 2.
2. The longitudinal and transverse ribs of this grating consist of braided high-strength steel wires, with the outer cladding molded in a single pass, resulting in a synergistic interaction between the steel wires and the outer cladding, and a very low breakage elongation (no more than 3%). Therefore, the main force unit of steel-plastic composite geogrid is steel wire, and the creep characteristics are extremely low.
3. Through the treatment of the plastic surface in the production process, the rough pattern is processed to improve the roughness of the grating surface, thus increasing the friction coefficient between the steel-plastic composite geogrid and the soil body.
4. The width of steel-plastic composite geogrid can be up to 6 meters, which can achieve an efficient and economic soil reinforcement effect.
5. Steel-plastic composite geogrid adopts high-density polyethylene, which is resistant to acid and alkali, salt solution, and oil erosion, and is not subject to water dissolution or microbial attack. Its polymer properties can also resist the aging caused by ultraviolet radiation. When the grating is stressed, the longitudinal and transverse ribs work in concert without pulling apart or breaking at the nodes, thus fully meeting the requirements of permanent engineering construction.
This grating has a wide range of uses in a variety of engineering applications, including the reinforcement of soft ground foundations such as highways, railways, bridge piers, approach roads, wharves, dams, slag dumps, and other areas such as pavement anti-cracking projects.
Engineering role
1. High strength, small creep, adaptable to all kinds of environmental soil, can fully meet the use of high-grade highway in the tall retaining wall.
2. It effectively improves the embedded locking and biting effect of the reinforced bearing surface, significantly enhances the bearing capacity of the foundation, effectively restricts the lateral displacement of the soil body, and improves the stability of the foundation.
3. Compared with traditional grating, it has higher strength, bearing capacity, corrosion resistance, aging resistance, larger friction coefficient, uniform pore structure, convenient construction, and long service life.
4. It is more suitable for deep-sea operation and embankment reinforcement and has solved the technical problems of low strength, poor corrosion resistance and short service life caused by long-term seawater erosion when other materials are used in gabions.
5. Effectively prevent from being crushed and damaged by machinery during the construction process, thus reducing the occurrence of construction damage.
Application
Steel-plastic geogrid can be widely used in various civil engineering projects, including but not limited to highways, railways, embankments, bridge abutments, construction access roads, wharves, berms, flood protection levees, dams, beach management, cargo yards, slag yards, airports, sports grounds, environmental protection buildings, soft ground reinforcement, retaining walls, slope protection and anti-deterioration of pavements, and other engineering projects. Its application in different fields can effectively improve the stability and durability of the project, so it has an important role in civil engineering.
Design and application
When geogrid is applied to soft foundation treatment, it is very important to determine the arrangement position and number of layers of geogrid according to the geological condition, and it is also necessary to design the strength of geogrid according to the height of roadbed filling.
1. When the filling height is more than 4 meters, it can meet the requirements of the industry standard, and the longitudinal and transverse ultimate tension should be not less than 20kN/m.
2. When the filling height is between 3-4 meters, the longitudinal and transverse ultimate tension of the geogrid should not be less than 40kN/m.
3. When the filling height is less than 3 meters, the longitudinal and transverse ultimate tensile force of geogrid should not be less than 50kN/m, and the elongation rate should not be more than 4%. It is recommended to use GSZ60-60 type geogrid.
4. When the geogrid is used in the roadbed filling and excavation combination, it should be used in both directions not less than 40kN/m geogrid, and it is recommended to choose GSZ-60-60 type geogrid.
For the old road widening new and old road combination part, can be learned from the method of Shenda highway expansion. For the roadbed with filling height over 3m, lay steel-plastic composite geogrid at 20cm from the top of the roadbed, the longitudinal (perpendicular to the route direction) ultimate tensile force should be greater than or equal to 60kN/m, the transverse (parallel to the route direction) ultimate tensile force should be greater than or equal to 20kN/m, and the elongation should not be more than 4%. These recommendations help to ensure that the geogrid can meet the corresponding strength and stability requirements in soft foundation treatment, according to the actual situation for reasonable selection and arrangement.