Customized products HDPE Geocell
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HDPE Geocell
PRODUCT DETAILS
Customized products HDPE Geocell
Introduction
Geogrid is a mesh like cell structure formed by strong welding or riveting of high-strength HDPE or PP copolymer broadband. When used, it is opened and filled with soil or concrete materials, forming a structure with strong lateral constraints and high stiffness. It can be used as a cushion layer to treat weak foundations and increase their bearing capacity. It can also be laid on slopes to form slope protection structures, and can be used to build support structures, etc.
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Main uses
1. Treatment of Loess Collapse Roadbed
When expressways and first-class highway pass through collapsible loess and loess sections with good compressibility, or when the allowable bearing capacity of the foundation of high embankments is lower than the pressure of the vehicle load and the self weight of the embankment, the subgrade should also be treated according to the requirements of the bearing capacity. At this time, the superiority of the geotechnical cells will undoubtedly appear.
2. Saline soil and expansive soil
The expressway, first-class highway, shoulder and side slope constructed with saline soil and expansive soil all adopt reinforcement measures. The facade reinforcement effect of the cell is the most excellent one of all reinforcement materials, and it has excellent corrosion resistance, which can fully meet the requirements of building highways in saline soil and expansive soil.
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Application
1. Roadbed in windy and sandy areas
The roadbed in windy and sandy areas should be mainly composed of low embankments, and the filling height is generally not less than 0.3M. Due to the professional requirements of low embankments and heavy bearing capacity in the construction of embankments in windy and sandy areas, the use of geogrids can have a lateral confinement effect on loose fillers, ensuring that the roadbed has high stiffness and strength within a limited height to withstand the load stress of large vehicles.
2. Reinforcement of fill soil on the back of the embankment
The use of geogrids can better achieve the purpose of reinforcing the back of the bridge. The geogrids can generate sufficient friction between the geogrids and the filling material, effectively reducing the uneven settlement between the roadbed and the structure, and ultimately effectively alleviating the early impact damage of "bridge abutment jumping" disease on the bridge deck.
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Specification
|
Item Model |
Height (mm) |
Welding distance(mm) |
Sheet thickness(mm) |
Seam peel strength≥(N) |
Expanded Cell Size(mm) |
Expanded panel size (m) |
|
|
smooth |
textured |
||||||
|
TGLG-100-330 |
100 |
330 |
1.1 |
1.5 |
1420 |
244X203 |
2.44X6.15 |
|
TGLG-150-330 |
150 |
2130 |
244X203 |
2.44X6.15 |
|||
|
TGLG-200-330 |
200 |
2840 |
244X203 |
2.44X6.15 |
|||
|
TGLG-100-356 |
100 |
356 |
1.1 |
1.5 |
1420 |
259X224 |
2.56X6.52 |
|
TGLG-150-356 |
150 |
2130 |
259X224 |
2.56X6.52 |
|||
|
TGLG-200-356 |
200 |
2840 |
259X224 |
2.56X6.52 |
|||
|
TGLG-100-400 |
100 |
400 |
1.1 |
1.5 |
1420 |
295X250 |
4X5 |
|
TGLG-150-400 |
150 |
2130 |
295X250 |
4X5 |
|||
|
TGLG-200-400 |
200 |
2840 |
295X250 |
4X5 |
|||
|
TGLG-100-445 |
100 |
445 |
1.1 |
1.5 |
1420 |
320X287 |
2.56X8.35 |
|
TGLG-150-445 |
150 |
2130 |
320X287 |
2.56X8.35 |
|||
|
TGLG-200-445 |
200 |
2840 |
320X287 |
2.56X8.35 |
|||
|
TGLG-100-660 |
100 |
660 |
1.1 |
1.5 |
1420 |
488X406 |
2.44X12.29 |
|
TGLG-150-660 |
150 |
2130 |
488X406 |
2.44X12.29 |
|||
|
TGLG-200-660 |
200 |
2840 |
488X406 |
2.44X12.29 |
|||
|
TGLG-100-712 |
100 |
712 |
1.1 |
1.5 |
1420 |
508X475 |
2.56X13.72 |
|
TGLG-150-712 |
150 |
2130 |
508X475 |
2.56X13.72 |
|||
|
TGLG-200-712 |
200 |
2840 |
508X475 |
2.56X13.72 |
|||
Factory Appearance

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