| Class / Patent application number | Description | Number of patent applications / Date published |
|---|
| 405050000 | Porous waterway, e.g., sand drain, etc. | 10 |
| 20080219770 | Drainage system for synthetic grass system, method of installing a synthetic grass system and business method of providing a synthetic grass system - A drainage system for use with a synthetic grass surface, the system having a base having a center portion with a first depth and a perimeter channel with a second depth being greater than the first depth, a plurality of tiles above the base, and a synthetic grass above the plurality of tiles. Also, a business method facilitates installation of a synthetic grass system which utilizes drainage tiles positioned between a stone base and the bottom of the synthetic turf, wherein a mold for manufacturing the tile is provided from the turf company to a manufacturing company located in relatively close proximity to where the synthetic turf system is to be installed. | 09-11-2008 |
| 20090169303 | SUBSURFACE DRAINAGE SYSTEM AND DRAIN STRUCTURE THEREFOR - A subsurface drainage assembly for directing fluid drainage from a surface is disclosed. The subsurface drainage assembly includes a plurality of drain structure panels linked together in a manner that permits movement of one drain structure panel relative to the adjacent drain structure panel. The drain structure panels have a laterally extensive backing grid and a plurality of spaced apart tubular support members projecting therefrom. The tubular support members are tapered so that the tubular support members are nestable with the tubular support members of an identical drain structure panel when the drain structure panels are stacked. | 07-02-2009 |
| 20090196691 | DRAIN BOARD INSTALLING DEVICE WITHOUT ANCHOR PLATE - A drain board installing device without an anchor plate is disclosed. A drain board temporary clamp device | 08-06-2009 |
| 20090214296 | Aquifer Replenishment System - A concrete structure for replenishing an aquifer and a method for constructing the same is provided. The structure is comprised of a pavement layer with surface drains that extend through the pavement layer and into an aggregate leach field. The leach field includes leach lines spanning the leach field. An aggregate drain extends from the leach field into a sand lens. Precipitation which falls upon the structure thus flows through the surface drain, absorbed into the aggregate leach field, and transported to the aggregate drains by way of aggregate leach lines. The water is then absorbed into the sand lens, ultimately replenishing the aquifer. Existing conventional pavement structures are retrofitted by the removal of a section of the pavement, and filling the same with porous concrete. | 08-27-2009 |
| 20100150654 | AQUIFER REPLENISHMENT SYSTEM WITH FILTER - Provided is an aquifer replenishing pavement formed above soil having a sand lens above the aquifer and a clay layer above the sand lens. The pavement includes an aggregate leach field having an aggregate top surface, and an aggregate bottom surface abutting the clay layer. The pavement further includes a pavement layer having an exposed pavement top surface, and a pavement bottom surface abutting the aggregate leach field. A surface drain extends through the pavement layer to drain fluid from the exposed pavement top surface to the aggregate leach field. An aggregate drain extends from the aggregate leach field into the sand lens through the clay layer to drain fluid from the aggregate leach field into the aquifer. A filter is disposed within one of the surface drain and the aggregate drain. The filter is configured to remove foreign particulates from fluid passing therethrough. | 06-17-2010 |
| 20120288331 | Drainage Beads - Polystyrene drainage beads having optimized shapes to provide increased specific gravity and void volume at a given bulk density. Expanded forms of such drainage beads may be used as a geosynthetic aggregate in pre-assembled drainage units. Such pre-assembled drainage units may be used as foundation drains, septic drainage fields, or for other applications. | 11-15-2012 |
| 20130279984 | PNEUMATIC ANCHORING SYSTEM FOR WICK DRAINS - A pneumatic anchoring system for installation and anchoring of wick drains in soil, comprising an excavator or crane having an elongate support mast and a tubular wick drain mandrel supported by the mast for downward penetration of the soil. The mandrel is capped at one end. A sled fixedly attached to the mandrel and slidable along the mast rides with the mandrel downward as the mandrel penetrates the soil. The sled supports a compressed air storage tank, and the compressed air storage tank supplies compressed air through a venturi into the mandrel to jet compressed air therein. When the mandrel is at its deepest point, the operator releases a jet of air into the mandrel to disengage the wick drain anchor into the soil, and then maintains a constant airflow rate into the mandrel during extraction to equalize the pore pressure of the borehole and prevent collapse. | 10-24-2013 |
| 20140133913 | DRAINAGE BEADS - Polystyrene drainage heads having optimized shapes to provide increased specific gravity and void volume at a given bulk density. Expanded forms of such drainage beads may be used as a geosynthetic aggregate in pre-assembled drainage units. Such pre-assembled drainage units may be used as foundation drains, septic drainage fields, or for other applications. | 05-15-2014 |
| 20140341652 | METHOD FOR DRAINING SOIL USING A FILTRATION MEANS - The present invention concerns a method for draining soil such as dredger sludge using a filtration means, comprising the steps of: forming a support layer for supporting a quantity of soil, placing the filtration means on the support layer such that the periphery of the filtration means essentially connects to the support layer and forms a space between the filtration means and the support layer, filling the space between the filtration means and the support layer with soil, draining the soil under the influence of gravity, removing the filtration means from the at least partly drained soil and removing the at least partly drained soil from the support layer. | 11-20-2014 |
| 20160186398 | TEMPORARY DRAINAGE WELLS IN LOOSE GRANULAR SOILS - A method for building a drainage well in a loose granular soil is disclosed. The method includes inserting a liner tube into a loose soil using an inserting device. The liner tube includes a housing and an internal shaft placed inside the housing and coupled to inside the housing via a locking mechanism. Subsequent to insertion into the soil, the internal shaft is unlocked from the housing and removed therefrom. Thereafter, a grooved pipe is inserted inside the housing using the inserting device. Subsequent to the grooved pipe insertion into the housing, the housing is removed from the loose granular soil using a mechanical excavator and a space between the loose granular soil and the grooved pipe is filled with a filling material. | 06-30-2016 |
