Wall lifting methods

Abstract

Methods of lifting structures such as a wall of a building. A fluid that is under pressure is injected beneath the base of the wall. The pressure of the injected fluid acts against the base of the wall to lift the wall vertically. In some embodiments, a supplemental lifting force mechanism can be attached to the wall to apply a supplemental lifting force to the wall that acts together with the lifting force applied by the injected fluid. The supplemental lifting force “lightens” the wall, reducing the amount of lifting force required to be applied to the wall by the injected fluid.

1 . A method of lifting a foundation wall that includes a vertical wall portion and a footing at a base of the vertical wall portion, the method comprising:
 forming at least one hole through the footing at an acute angle from a top surface thereof to a base thereof, the at least one hole exiting the base approximate a center of the base;   securing an end of a fluid injection nozzle to the at least one hole;   applying a supplemental lifting force to the vertical wall portion using a supplemental lifting force mechanism; and   while the supplemental lifting force is applied to the vertical wall portion, injecting a fluid under pressure through the fluid injection nozzle and underneath the footing, the fluid being injected at a pressure that is sufficient for the fluid to act against the base of the footing and thereby create a lifting force to vertically lift the foundation wall, and the fluid acts against the base over an extent such that the lifting force is spread out on opposite sides of the center of the base.   
     
     
         2 . The method of  claim 1 , wherein the fluid comprises mudjacking grout, a foam material, or pressurized air mixed with dried sand. 
     
     
         3 . The method of  claim 1 , wherein the footing and at least a portion of the vertical wall portion are below grade in soil, and further comprising:
 prior to forming the at least one hole through the footing, boring a hole in the soil to the top surface of the footing to create a bored hole in the soil;   thereafter forming the at least one hole in the footing utilizing a drill that extends through the bored hole; and   inserting the fluid injection nozzle through the bored hole to secure the end to the at least one hole.   
     
     
         4 . The method of  claim 3 , further comprising installing a tube into the bored hole to line the bored hole. 
     
     
         5 . The method of  claim 3 , further comprising securing the supplemental lifting force mechanism to a portion of the vertical wall portion that is disposed above grade, and applying the supplemental force using the supplemental lifting force mechanism. 
     
     
         6 . The method of  claim 1 , further comprising:
 when the foundation wall is lifted, applying a lateral force to the foundation wall to shift the foundation wall laterally.   
     
     
         7 . The method of  claim 1 , comprising:
 forming a plurality of the holes through the footing at an acute angle from the top surface thereof to the base thereof, each of the holes exiting the base approximate the center of the base;   securing ends of a plurality of fluid injection nozzles to the plurality of holes;   applying the supplemental lifting force to the vertical wall portion using the supplemental lifting force mechanism; and   while the supplemental lifting force is applied to the vertical wall portion, injecting a fluid under pressure through the fluid injection nozzles and underneath the footing, the fluid being injected at a pressure that is sufficient for the fluid to act against the base of the footing and thereby create a lifting force to vertically lift the foundation wall, and the fluid acts against the base over an extent such that the lifting force is spread out on opposite sides of the center of the base.   
     
     
         8 . The method of  claim 7 , wherein the holes are laterally spaced from one another along a section of the footing.