Apparatus and method for straightening and/or pushing a wall

Abstract

The present disclosure is directed towards an apparatus and method for straightening and/or shifting a wall that has bowed, deflected, or shifted out of place. The apparatus includes a vertical bar that is placed against the wall, a horizontal bar that is butted up against the wall and extends away from the wall, an adjustable length force-applying component that is situated diagonally between these two bars. The adjustable length force-applying component is extended to push the wall into a straight, vertical orientation and/or at the base.

Claims

1. An apparatus for straightening or pushing a wall, comprising: a. a vertical wall-straightening component, b. a horizontal wall-straightening component pivotally connected to the vertical wall-straightening component and having a lockable length adjustable mechanism in which the vertical wall-straightening component is positioned for movement there-within, and c. an adjustable length force-applying component attached to both the vertical wall-straightening component and the horizontal wall-straightening component, wherein said vertical wall-straightening component is adapted to move within the length adjustable mechanism and said length adjustment mechanism comprises a slot formed in said horizontal wall-straightening component, said slot comprising a first length adjusting segment and a locking segment offset from and parallel to said length adjusting segment.

2. The apparatus of claim 1, wherein said adjustable length force applying component comprises an air powered ram.

3. An apparatus for straightening or pushing a wall, comprising: a. a vertical wall-straightening component, b. a horizontal wall-straightening component pivotally connected to the vertical wall-straightening component and having a lockable length adjustable mechanism in which the vertical wall-straightening component is positioned for movement there-within, and c. an adjustable length force-applying component attached to both the vertical wall-straightening component and the horizontal wall-straightening component, wherein said vertical wall-straightening component is adapted to move within the length adjustable mechanism and said length adjustment mechanism comprises a ratchet formed in said horizontal wall-straightening component.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) FIG. 1 shows the wall straightening system according to one embodiment of the invention. The components of the apparatus include a vertical C channel, a horizontal C channel, and a diagonal, adjustable length bar. These channels and bars are connected via pivot points.

(2) FIG. 2A shows a C-shaped locking mechanism; FIG. 2B shows holes through which a pin can be inserted; and FIG. 2C shows a ratcheting locking mechanism with saw teeth.

(3) FIG. 3A shows the apparatus against the bowed wall before it is straightened, and FIG. 3B shows the apparatus being used to shift a wall that had shifted at its base.

DETAILED DESCRIPTION

(4) The present disclosure advantageously addresses two problems associated with deteriorated construction: the first is an apparatus and method to push a bowed/deflected wall back to its original geometry. The second is an apparatus and method to push a wall back into alignment that had shifted at its base laterally from having sheared inwards.

(5) The system employs the use of three components that can be configured in two ways, first:

(6) a. A vertical bar, for example a C channel, that is placed against the defected wall.

(7) b. A horizontal bar, for example a C channel, that is attached to the vertical bar that allows it to pivot at the connection. This bar gets its pivot end butted against the wall with the other end extending away from the wall. This piece is secured to the floor.

(8) c. An adjustable length force-applying component that gets attached to the horizontal bar and to the vertical bar that allows each connection to pivot. The diagonal bar gets connected to the vertical bar just below the horizontal crack in the wall or, for shifting a sheared wall, at approximately the point where the wall has sheared from the base.

(9) In one embodiment of the invention, the location where the vertical bar attaches to the horizontal bar includes a mechanism that enables the vertical bar to slide along the horizontal bar. This sliding motion allows one to more easily shift a sheared wall at the base back into its original position. This mechanism could be a channel in the horizontal bar through which the vertical bar slides, a collar attached to the vertical bar through which the horizontal bar slides, or other suitable mechanisms. This mechanism may include one or more ways to lock the vertical bar into place. For example, there could be a C-shaped locking mechanism (See FIG. 2A), holes into which a pin is inserted (FIG. 2B), a ratcheting mechanism (FIG. 2C), or any other suitable mechanism. It should be understood that the orientation of this locking mechanism is not important; the channel can lie in the plane of the apparatus, perpendicular to the apparatus, or any orientation that allows locking to occur. The locking mechanism allows the adjustable length force-applying component to be removed or adjusted during the process of pushing the wall.

(10) The adjustable length bar can be adjustable and/or apply force via a hydraulic ram, a screw-based device, or any other suitable mechanism.

(11) When the wall that is being pushed is a foundation wall, retainer wall, or a wall that otherwise lies against a reservoir of soil or the like, pushing the wall back into position benefits from excavation of soil away from the foundation prior to straightening. It is generally recommended that the bracing be erected prior to excavation to help secure the wall while the digging is being done.

(12) In a working embodiment of the invention, wood planks (or other suitable material) are stacked flat against the wall to distribute the horizontal thrust created across the surface of the masonry. Accordingly, there could be a plurality of braces along the wall. More or fewer braces can be used based on the wall's size and severity of how much it has deflected.

(13) To facilitate the use of the embodied system, it is recommended that any pointing that had occurred previously in an effort to make cosmetic repairs be removed prior to the straightening procedure. For example, it is recommended to grind out the fill material then blow any remaining debris away in order to allow the wall to return its original position. This step is important because the fill material will likely resist straightening.

(14) With the components arranged and ready to begin the straightening, it is recommended to utilize external monitoring of the wall shift as the interior is obscured by the system itself.

(15) In order to push the wall, each brace should be manipulated at the same time or in a wave-like fashion moving to each brace and adjusting it incrementally to make the wall move uniformly. A typical bowed wall has usually shifted more in the middle then at the ends. It is thus recommended that the braces in the area with the most severe displacement be manipulated first, or as appropriate given the wall's geometry and conditions.

(16) With the wall returned to plumb, it may be advantageous to install reinforcement to fortify its integrity and keep it straight. There are a number of solutions including: epoxied straps installed at the interior, wall anchors (plates installed on the interior with a steel rod extending to an anchor installed exterior to hold it), power braces (steel I beams installed along the interior), rebar installed into the block walls cores then a high strength grout pumped into the cores to set up internally and provide the needed structural integrity, or other suitable reinforcement needs.

(17) Because water infiltration is a common cause of wall deflection, it is generally recommended to assess the runoff conditions to see that water is being managed correctly. A common cause for such wall movement is hydrostatic pressure, and this problem can be addressed as necessary at this time.

(18) Another working embodiment of the invention includes an apparatus and method to push a wall that has shifted at its base laterally by manipulating it outward to return the wall to its original position. The components are as follows:

(19) a. A vertical bar, for example a C channel, that lies against the wall.

(20) b. A horizontal bar, for example a C channel, that is attached to the vertical bar that allows the vertical bar to slide along a channel at the connection. The slide end is butted against the wall with the other end extending away from the wall. This piece is secured to the floor, for example with wedge bolts. Optionally, the channel on the horizontal bar includes a mechanism so that the vertical bar can be locked into place at one or more locations along the channel.

(21) c. An adjustable length force-applying component that is attached to the horizontal bar and to the vertical bar that allows each connection to pivot, thus forming a diagonal bar. The diagonal bar is connected to the vertical bar just above the bottom of the lowest block that shifted.

(22) In one embodiment of the invention, the pivot point at which the vertical bar attaches to the horizontal bar includes a mechanism that enables the vertical bar to be adjustably moved/positioned along the horizontal bar. This enables a wall sheared at its base to be pushed back into its original position. This mechanism may include one or more structures to allow the vertical bar to move some distance along the horizontal bar, which is fixed secured in place, and to lock the vertical bar into place at a desired position. For example, there could be a C-shaped locking channel (See FIG. 2A), holes into which a pin is inserted (FIG. 2B), a ratcheting mechanism (FIG. 2C), or any other suitable mechanism.

(23) The adjustable length bar can be adjustable and/or apply force via a hydraulic ram, a screw-based device, or any other suitable mechanism.

(24) Optionally, it may be advantageous to have wood planks stacked flat against the masonry wall to distribute the horizontal thrust created across the surface of the masonry.

(25) When the wall that is being pushed is a foundation wall, retainer wall, or a wall that otherwise lies against a reservoir of soil or the like, shifting the wall at the base may benefit from the excavation of soil away from the foundation prior to straightening. It is generally recommended that bracing be erected prior to excavation to help secure the wall while the digging is being done.

(26) This system generally benefits from the use of sufficient planking to distribute the horizontal thrust loads imposed against the wall that are necessary to straighten the wall. Thus, in one embodiment, there are a plurality of braces along the wall. More or fewer braces can be used based on the wall's size and severity of how much it has shifted.

(27) With the components arranged and ready to begin the straightening, it is recommended to utilize external monitoring of the wall shift as the interior could be obscured by the system itself.

(28) To accomplish the procedure, it is recommended that each brace be manipulated at the same time or work in a wave-like fashion moving to each brace and adjusting it incrementally to move the wall uniformly.

(29) The invention will be further illustrated with reference to the following specific examples. It is understood that these examples are given by way of illustration and are not meant to limit the disclosure or the claims to follow.

EXAMPLE 1

Wall Straightening System

(30) In the following example, one embodiment of the wall straightening system is described. FIG. 1 shows the main components of the system. There is a vertical C channel (10), a horizontal C channel (20), and an adjustable length ram (30). In this example, the vertical C channel is approximately 7 ft long and includes holes approximately 6 inches apart extending along the length to accommodate bolts for attachment of the adjustable length ram 30. It must be understood that this channel (10) pivotally connects at its end to the end of the horizontal C channel (20) so that in practice this channel does not always assume a vertical position but could move to contour the floor even if it is sloped. In this example, the horizontal C channel (20) is approximately 9.8 ft long and also includes holes along its length to accommodate bolts for attachment of the adjustable length ram. It is secured to the concrete floor with wedge bolts. The adjustable length ram (30) includes a solid pipe with connector (31), which is bolted to the vertical C channel so that the channel and bar can pivot, and, for example, could be approximately 8 in long. Also included in the adjustable length ram (30), on the side of the pipe (31) opposite the vertical C channel (10), there is an effective ram (32) that is approximately 6-24 in, then a hydraulic ram body (33) that is approximately 30 in. The hydraulic ram body includes a valve to which an air pump is connected; this allows air to be pumped into the ram so that it will increase in length and push the wall back into a vertical alignment. Adjacent to the hydraulic ram body is an inner sleeved pipe on pipe (34), which is approximately 24 in. This inner sheered pipe is encased in an outer sleeved pipe on pipe (35), approximately 20 in. The inner(34) and outer(35) sleeved pipe-on-pipe configuration allows the ram to be adjustable in length. Connected to the other end of the outer sleeved pipe on pipe (35) is another solid pipe with connector (36), approximately 8 in, which is in turn bolted to the horizontal C channel (20). The bolt allows pivot between the horizontal C channel (20) and the adjustable-length ram (30).

EXAMPLE 2

Apparatus for Pushing a Wall Back into Place that has Shifted Laterally at its Base

(31) This section describes one example of an apparatus that can be used to push a wall back into place that has shifted laterally at the base. The components are similar to what was described in Example 1, although the horizontal C channel 20 is specialized to include a channel by which the vertical C channel can slide. FIG. 2A illustrates one example of the slide channel. The channel is approximately 2 in wide and includes a slit 22 that is approximately in wide. The slit includes two right anglesit extends towards the wall for approximately 6 in, makes a right angle and extends for approximately 1 in (close to and parallel to the wall), and then makes another right angle to extend away from the wall for approximately 1 in. The configuration of this channel allows the vertical bar to be locked into place. Alternatives to the C-shaped channel 22 could include a plurality of holes 24 into which a pin is inserted (FIG. 2B), a ratcheting mechanism 26 (FIG. 2C), or any other suitable mechanism.

EXAMPLE 3

Method of Straightening a Foundation Wall Using the Wall Straightening System

(32) FIG. 3 illustrates an example of the wall straightening method in practice. In FIG. 3A, the wall straightening device has been situated so that the vertical C channel (10) is lying against a bowed foundation wall (40) and the horizontal C channel (20) is on the concrete basement floor. The foundation wall 40 is supporting the ceiling to the basement/floor of the first floor of the building (50), and a wall of the building (60). Earth has been excavated on the outside of the building (70) in order to monitor the straightening process.

(33) As part of the disclosed method, air is pumped into the hydraulic ram and the adjustable length ram 30 increases in length so that the angle between the vertical and horizontal C channels increases. The attachment point of the adjustable length ram (30) to the vertical C channel (10) and the horizontal C channel (20) can be altered as appropriate during the straightening process. Lengthening of the adjustable length ram 30 continues until the angle between the vertical and horizontal C channels is 90 and the wall assumes a straight, vertical position.

EXAMPLE 4

Method of Returning a Wall Back into Position that has Sheared at the Base

(34) FIG. 3B illustrates an example of how the present disclosure is used to push a wall 40 back into position that has shifted at the base. The attachment point of the vertical bar (10) to the horizontal bar (20) includes a slit 22 by which the vertical bar (10) can slide within the channel of the horizontal bar (20) but can also be locked into many positions along the channel. The adjustable, force-applying bar (30) is bolted to the horizontal bar (20) at the far point from the foundation wall (40), and it is bolted to the vertical bar (10) at the bottom of the lowest sheared block. As the adjustable bar is extended, thereby applying force to the bottom of the wall, the vertical bar moves along the slit in the horizontal bar until the base of the wall is in the desired position.

(35) Although various embodiments have been depicted and described in detail herein, it will be apparent to those skilled in the relevant art that various modifications, additions, substitutions, and the like can be made without departing from the spirit of the invention and these are therefore considered to be within the scope of the invention as defined in the claims which follow.