Xiamen "the spicy female" geogrid supply the number of

Supply Xiamen the spicy female "geogrid how much geotextile fabric geogrid its use Uniaxial geogrid is a kind of polymer as the main raw material, adding a certain anti-UV, anti-aging additives, After uniaxial tension so the the original scattered distribution chain molecules re-aligned linear extrusion pressure into a sheet and then washed Rule hole net, then vertical stretching high strength geotextile material. In this process a polymer into a the directional linear state and the formation of evenly distributed, high strength node oblong mesh structural integrity. Such a structure has a very high tensile strength and tensile modulus, tensile strength of 100-200Mpa, close to the level of low-carbon steel, much better than the traditional or existing reinforced materials, especially such products more ultra international level high early (elongation at 2% -5%), the tensile strength and tensile modulus. Soil provide ideal force commitment and proliferation chain system. The tensile strength of the product is large (> 150Mpa), to adapt to a variety of soil, and is widely used in reinforced reinforcement material. The use of one-way geogrid: Details Welcome Contact Manager Zhang 13370615911-way geogrid for reinforcement of soft ground: geogrid can rapidly improve the foundation bearing capacity, control the development of the settlement, on the side of the road base limited role to the load distribution to the wider sub-base, thereby reducing the base thickness to reduce the project cost, and shorten the construction period, extended service life. One-way geogrid for reinforced asphalt or concrete pavement: geogrid laying in the bottom of the overlay of asphalt or cement, reduce rut depth, anti-fatigue life, but also can reduce the thickness of the asphalt or concrete surfacing, to save the cost of extending the road. One-way geogrid for reinforcement road dams Buddha slope and retaining walls: the traditional embankment especially high embankment filling often over filling and the hard shoulder edge is not easy to compaction, resulting the late slope rain flooding onslaught collapse instability the phenomenon have occurred at the same time need to use a gentler slope, an area of ??large retaining walls have the same problem with geogrid reinforcement can reduce dichotomy covers an area of ??the embankment slope or retaining wall, extend the service life, and reduce the cost by 20-50%. One-way geogrid for reinforcement rivers seawall: can be made into gabion grill and, to prevent levees by sea erosion caused by the collapse, the gabion permeable slow shock waves, extend levees life, save resources shorten the construction period. Unidirectional geogrid for processing landfill: geogrid and other soil synthetic material used in combination treatment landfill can effectively solve the problem of foundation uneven settlement of derivative gas emissions, and maximize landfill the storage capacity of the field. Special purpose: one-way geogrid resistance to low temperature. Lianyi cold resistance of the geogrid at -45 ° C --- 50 ° C repeated hot and cold after 200 cycles, the performance indicators are to meet the requirements, and have passed the test of the Qinghai-Tibet Railway, applies to the north less frozen soil rich frozen soil, high ice content permafrost adverse geological. Geotextile construction points, construction site: requirements compaction flat, horizontal shape, clear spikes protuberance. 2, the laying of: the formation compaction venue, the installation grille laying the grille its mainly affected by the force direction (vertical) should be perpendicular to the the embankment axis direction, laying to be smooth, wrinkle-free, try tension. Pressure re-nailing and quarrying fixed laying grille is mainly affected by the direction of the force through long connector, the connections between the pieces and the pieces can be manually banding lap, lap width of not less than 10cm. Such as setting the grid in two or more layers between layers should be staggered joint. After the laying of the large area to adjust its overall flatness. Fill cover layer of soil, not compacted again with artificial or machinery tension grille, the intensity should be uniform, the grid in the soil for Bengzhi force status. 3, the choice of filler: filler should design requirements selected. Practice has proved that can be used in addition to freezing soil, swamp soil, garbage, chalk, diatomaceous earth filler. However, the Gravel soil and sandy soil stability, mechanical properties and by the water content has little effect, should be preferred. Filler particle size of not more than 15cm, and pay attention to controlling the the filler gradation, in order to ensure the weight of the compaction. Filler paving and compaction: When the grill after laying positioning, should be promptly filling covered with bare time shall not exceed 48 hours, may also take the edge laying side backfill the assembly-line method. In both ends of the paver filler, the grille fixed again Central propulsion. The order of the RCC is first on both sides of the middle. Pressure roller compacted when not directly in contact with the reinforcement, the uncompacted reinforced body generally does not allow the vehicle to be driven in the above, in order to avoid the reinforcement dislocation. The degree of compaction of layered 20-30cm. The degree of compaction must meet the design requirements, which is key to the success of the project reinforced soil. Reinforced soil engineering, waterproofing and drainage measures: we must make the walls inside and outside the drainage treatment; good foot care, anti-erosion; want to set the filter in soils, drainage measures, if necessary, should be set geotextile permeable tube (or the blind ditch). Taken to ease the way drainage, can not be blocked, otherwise the hidden dangers. Geotextiles work process details Contact Manager Zhang 13370615911