Method of manufacturing a tubing for a subsurface water drainage system
A tubing with improved compression strength for a subsurface water drainage system comprising a core polymeric support structure wrapped longitudinally in first and second geotextile materials, wherein the core polymeric support structure is heated to soften the polymeric material and wherein the first and second geotextile materials overlap and are adhered together with a hot melt adhesive and tensioned to tightly wrap the core, thereby forming the tubing.
1. A method of preparing a tubing for a subsurface water drainage system comprising a polymeric support core structure having a top surface and a bottom surface and sides; wherein the bottom surface of the core is a grid with cylindrical uprights having a top; wherein the bottom has support strips 0.125 inches wide and wherein the grid has open space which allows water to flow through it; and wherein a cross-section of the core has an approximate rectangular shape, wherein said method comprises the following steps in the following order:
a) heating the core to soften the polymeric structure so that it deforms slightly when pressure is applied;
b) applying a first geotextile material to the top surface of the core wherein the first geotextile material extends to the edges of the top surface of the core on the top of the uprights; wherein the first geotextile material adheres to the top of the softened uprights;
c) applying a second geotextile material to the bottom surface and sides of the core wherein the geotextile material extends beyond the sides of the core;
d) applying a molten hot melt adhesive to the first geotextile material after it is applied to the core;
e) overlapping the second geotextile material over the molten hot melt adhesive to longitudinally encase the structure;
f) applying tension to the geotextile material to cause the geotextile material to tightly wrap and encase the core; and
g) heating to cure the hot melt adhesive and to adhere the geotextile material to the softened core polymeric support structure to provide the tubing, wherein the tubing is internally supported by the core structure;
wherein the compression strength of the tubing is greater than about 5,000 psf.
2. The method of claim 1 , wherein the geotextile material comprises nonwoven spunbonded polypropylene.
3. The method of claim 1 , wherein the compression strength of the tubing is greater than about 10,000 psf.