US2006053705A1PendingUtilityA1

Couplers and method of use

Assignee: LE BLANC DONALD FPriority: Aug 24, 2004Filed: Aug 24, 2004Published: Mar 16, 2006
Est. expiryAug 24, 2024(expired)· nominal 20-yr term from priority
Inventors:Donald Le Blanc
E02D 31/02
24
PatentIndex Score
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Claims

Abstract

For use with foundation drainage systems, improved drainage mat couplers that contain at least one barrier preventing two ends of received drainage mat from touching are described. A flow enhancing gap is produced between the ends of drainage mat. Included are improved between-couplers, improved communicating-couplers, and a method of using communicating-couplers as away-couplers facilitated by use of a dam.

Claims

exact text as granted — not AI-modified
1 . A flow enhancing drainage mat coupling (used with a fluid drainage system using drainage mats that are essentially flush with a foundation that is cast by placing concrete between an outside-form-wall and an inside-form-wall) that couples two ends of drainage mat, comprising: 
 a pair of receiving sleeves that each receive one of the two ends of drainage mat; and    at least one barrier within said sleeves that prevents the two ends of drainage mat from touching, whereby a gap between the two ends is effected.    
   
   
       2 . A coupling of  claim 1  wherein said barrier consists of at least one shelf.  
   
   
       3 . A coupling of  claim 1  wherein said barrier consists of at least one boss.  
   
   
       4 . A coupling of  claim 1  wherein each of said sleeves receives a drainage mat's end snugly.  
   
   
       5 . A coupling of  claim 1  further comprising a communicating-port that communicates with said gap for importing or exporting fluid.  
   
   
       6 . A coupling of  claim 1  wherein said sleeves have an included angle of essentially 90 degrees.  
   
   
       7 . A flow enhancing drainage mat coupling (used with a foundation fluid drainage system using drainage mats that are essentially flush with a foundation that is cast by placing concrete between an outside-form-wall and an inside-form-wall) including a three-port communicating-coupling that has an orifice (with sides) and two drainage-mat-receiving sleeves that couple two ends of drainage mat, wherein the improvement comprises: 
 A barrier within the communicating-coupling that prevents the two ends of drainage mat touching, whereby a gap between the two ends is effected.    
   
   
       8 . A coupling of  claim 7  wherein said barrier consists of at least one shelf.  
   
   
       9 . A coupling of  claim 7  wherein said barrier consists of at least one boss.  
   
   
       10 . A coupling of  claim 7  wherein said barrier consists of at least one boss on each of the sides of the communicating-coupling's orifice.  
   
   
       11 . A coupling of  claim 7  wherein said gap communicates with the orifice.  
   
   
       12 . A coupling of  claim 7  wherein the improvement further includes placing said barrier near the orifice.  
   
   
       13 . A coupling of  claim 7  wherein the improvement further includes a thin dam placed between the communicating-coupling and form-wall.  
   
   
       14 . A coupling of  claim 13  wherein said dam extends to essentially the top of form-wall.  
   
   
       15 . A coupling of  claim 7  wherein the improvement further includes at least one small retention-tab extending upward from the top of the communicating-coupling.  
   
   
       16 . A method of communicating fluid outside of a foundation with drainage mats that are essentially flush with 
 a foundation that is cast by placing concrete within a volume between an outside-form-wall and an inside-form-wall using    a communicating-coupling that has an orifice and two sleeves that are receiving drainage mats, comprising the steps of: 
 providing a gap in a form-wall able to accommodate the communicating-coupling's orifice;  
 placing the orifice within said gap communicating away from the volume between outside-form-wall and inside-form-wall;  
 procuring a thin dam that is larger than the extent of space between the top of the communicating-coupling and the height of form-wall;  
 mounting said dam between the communicating-coupling and form-wall so as to prevent concrete flowing over the top of the coupling;  
 placing concrete between the outside-form-wall and the inside-form-wall;  
 allowing said concrete reasonably to cure, whereby the foundation results;  
 removing the outside-form-wall and the inside-form-wall, whereby the orifice is exposed; and  
 facilitating the communication of fluid with the exposed orifice.

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