U.S. Pat. No. 8,739,490, titled “WALL CONSTRUCTION BLOCK COMBINATION FOR A WALL CONSTRUCTION SYSTEM,” is incorporated by reference herein.
REFERENCE REGARDING FEDERALLY SPONSORED RESEARCH OR DEVELOPMENT
Not applicable
SEQUENTIAL LISTING
Not applicable
BACKGROUND OF THE DISCLOSURE
1. Field of the Background
The present invention generally relates to construction materials, and more particularly, to a system for constructing a wall and components thereof as well as shims for leveling components thereof.
2. Description of the Background
Typical concrete wall structures are fabricated using concrete masonry units (CMU's—otherwise referred to as concrete blocks) that are positioned in courses atop a foundation and joined to one another by mortar. Ordinary CMU's include planar front and rear faces and, often, two or three spaced webs extending between the front and rear faces. The webs define one or two voids extending fully from top to bottom of the CMU. Outermost webs may comprise planar or recessed end faces of the CMU. The CMU is typically formed from cast concrete or other materials in a standard size.
Building a wall using CMU's is a time-consuming process that is best undertaken by a skilled tradesperson, such as a mason. Once a level foundation has been prepared, the mason must arrange CMU's in level and plumb courses. The process of building is complex because the mason must use mortar both as a positioning and bonding agent. The consistency of the uncured mortar and the strength of the mortar, when dry, have a major impact on the quality and strength of the resulting wall. Positioning accuracy during building must be constantly checked, leading to increased assembly time.
When building walls, CMUs are typically arranged in courses stacked on top of one another. The CMUs are stacked with courses run in a staggered arrangement from one end of the wall to the other. The CMUs come in a variety of forms. The walls may end at a jamb, such as a door jamb, where the last CMU in a course may have to be half the length of the standard CMUs in the rest of the course. The CMUs are typically manufactured in a single form so that CMUs would need to be cut in half to provide for half-length pieces. This cutting step is typically done in the field complicating the process of building the wall.
Some CMUs are made in systems having different forms that permit an inter-fitting relationships with adjacent CMUs. Some CMUs permit an inter-fitting relationship between adjacent CMUs positioned end-to-end and stacked blocks. Such CMUs typically result in the need for a large number of different types of blocks to allow for sufficient stability when forming corners and jambs. Typically, such systems require a starting course of leveling blocks. Different types of blocks are stacked on top of the leveling blocks such as blocks for extending the course, blocks for forming corners, and blocks for forming jambs. The blocks for forming corners are typically different from blocks used to form jambs resulting in a more costly system due to the large number of different types of blocks that are required. Typical multi-form block systems are also complicated to work with and may require skills typical masons may not have.
SUMMARY OF THE DISCLOSURE
In accordance with one aspect, a shim disposed between a lower surface of a first construction block and an upper surface of a second contruction block comprises a main body having first and second curved surfaces, wherein the first surface is disposed opposite the second surface and the second surface has a continuously varying radius of curvature and further having a planar portion disposed between first ends of the first and second curved surfaces and wherein second ends of the first and second curved surfaces are disposed adjacent one another, and wherein the shim further includes a handle extending from the main body.
BRIEF DESCRIPTION OF THE DRAWINGS
FIGS. 1A and 1B are perspective views of a partially constructed corner built using blocks in an example wall construction system;
FIGS. 2A and 2B are perspective views of a partially constructed wall at a wall jamb built using blocks in an example wall construction system;
FIGS. 3A and 3B are perspective views of a jamb/corner block;
FIG. 4 is a perspective view of a jamb/corner block with a receiving surface;
FIG. 5A is a plan view of a jamb/corner block;
FIGS. 5B and 5C are sectional views taken generally along the lines 5B-5B and 5C-5C, respectively, of FIG. 5A;
FIG. 5D is an enlarged fragmentary view of a portion of the jamb block taken generally along the view lined 5D-5D of FIG. 5B;
FIGS. 6A and 6B are perspective views of a half jamb block;
FIGS. 7A and 7B are perspective views of a wall stretcher block;
FIGS. 8A, 8B, and 8C are end elevational, plane and side elevational views, respectively, of a narrow leveling tool;
FIGS. 9A, 9B, and 9C are end elevational, plane and side elevational views, respectively, of a wide leveling tool;
FIG. 10 is a plan view of a jamb block illustrating operation of the leveling tools; and
FIG. 11 is a cross-sectional elevational view of stacked blocks in a partially constructed wall taken generally along the view lined 11-11 in FIG. 10.
FIG. 12 is a cross-sectional elevational view of stacked blocks in a partially constructed wall taken generally along the view lined 12-12 in FIG. 10.
FIGS. 13 and 14 are front and side elevational views, respectively, illustrating an alternative shim;
FIG. 15 is a cross sectional view illustrating installation of the shim of FIGS. 13 and 14;
FIG. 16 is an isometric view of a further alternative shim;
FIGS. 17-19 are side elevational, front elevational, and plan views, respectively, of the shim of FIG. 16; and
FIGS. 20 and 21 are sectional views taken generally along the lines 20-20 and 21-21 of FIGS. 19 and 18, respectively.
DETAILED DESCRIPTION OF THE DRAWINGS
As shown in the attached FIGS., a wall construction system comprises a plurality of jamb blocks and/or a plurality of half jamb blocks and/or a plurality of wall stretcher blocks configured to interfit in courses of blocks stacked in a staggered or other arrangement to form a wall or a portion thereof. In the drawings, like reference numerals connote like structures throughout.
Referring to FIGS. 1A, 1B, 2A, and 2B, portions of a wall comprising a corner 100 (in FIGS. 1A and 1B) and a wall jamb 111 (in FIGS. 2A and 2B) are formed using a wall construction system comprising wall construction members that include a jamb/corner block 102, a wall stretcher block 104 and a half jamb block 106. Each jamb block 102 includes a front surface 103, a first end side having a planar end surface 105, and a back surface 107. The front surface 103 and the back surface 107 comprise opposing planar sides forming opposing faces of the wall along with the other blocks. The planar end surface 105 is on the exposed end of the jamb block opposite a second end side comprising either a projecting end surface 116 or a receiving end surface 118. The receiving end surface 118 is adapted to mate with the projecting end surface 116 of another block. The projecting end surface 116 is adapted to mate with the receiving end surface 118 of another block. It is noted that the jamb block 102 and the half jamb block 106 may have either a projecting end surface 116 or a receiving end surface 118 on the second end side. The wall stretcher block 104 includes the projecting end surface 116 on one end side and the receiving end surface 118 on the opposing end side. FIG. 2B depicts the wall stretcher block 104 with the projecting end surface 116 fitting (indicated by the arrow) into the receiving end surface 118 of the half jamb block 106.
As shown in FIGS. 1A and 1B, the jamb/corner block 102 allows for blocks to be stacked on top in at least two orientations making the jamb/corner block 102 suitable for forming corners. A first course may be started with a first jamb block 102-1 oriented along the direction of one wall 100-1 meeting at the corner 100. A stretcher block 104-1 may be placed in the direction of the other wall 100-2 so that the receiving end surface 118 of the stretcher block 104-1 abuts against the back surface 107 of the first jamb/corner block 102-1. Another stretcher block 104-2 may be stacked on the first jamb/corner block 102-1 in the orientation of the one wall 100-1. The second stretcher block 104-2 mates with one-half of the top of the first jamb/corner block 102-1 in the orientation of the wall 100-1 and abuts one half of the back surface 107 of the second jamb/corner block 102-2. By mating with one half of each of the first jamb/corner block 102-1 and the second jamb/corner block 102-2, the second stretcher block 104-2 provides added stability to the corner 100 without having to bond the first jamb/corner block 102-1 to the second jamb/corner block 102-2 (or to a wall stretcher 104 if used). Further stability is provided by adding cementitious material to voids formed in the blocks as described below with reference to FIGS. 11 and 12.
The blocks forming the wall in the example wall construction system are preferably stacked in a staggered arrangement, although this need not be the case inasmuch as the blocks may be stacked in any suitable manner and arrangement. In the illustrated embodiment, each jamb/corner block 102 and wall stretcher block 104 is stacked on one-half of two abutting blocks below. FIG. 2A thus shows a first wall stretcher block 104-1 stacked on one-half of a second stretcher block 104-2 and one-half of the jamb/corner block 102. The half jamb block 106 provides an end to the top course in FIGS. 2A and 2B in which only half a block length is left to reach the end of the course. The half jamb block 106 has a planar end surface 105-1 to maintain the planar surface of the jamb when stacked on the jamb end (with the planar end surface 105-2) of the jamb/corner block 102.
Referring to FIGS. 3A, 3B, and 4, the jamb/corner block 102 comprises a top side mating surface 110 and a bottom side mating surface 130 configured to mate with the top side mating surface on another block. The jamb/corner block 102 comprises a plurality of webs 120 extending between the front surface 103 and the back surface 107 to define a plurality of voids 122. Each void is defined by a top side perimeter surface 123 on the top side of the jamb/corner block 102 (in FIG. 3A) and a bottom side perimeter surface 133 on the bottom side of the jamb/corner block 102 (in FIG. 3B). The top side mating surface 110 comprises a multi-directional elevation pattern 112 on the top void perimeter surface 123 of the void adjacent the first end side 105 configured to mate with the bottom side mating surface 130 in at least two orientations. The top side mating surface 110 also comprises a unidirectional elevation pattern 114 on the top void perimeter surface 123 of the void adjacent the second end side 116 or 118.
FIGS. 5A-5D illustrate the jamb/corner block 102 in detail. Referring to FIGS. 4 and 5A-5D, the multi-directional elevation pattern 112 on the jamb/corner block 102 comprises four posts 112a, 112b, 112c, and disposed at corners of the rectangular cross-section of the top void perimeter surface 123. The space between the corners in both directions allows for the stacking of another block having a bottom mating surface similar to any of the blocks described herein atop the jamb/corner block 102 in a different orientation than that of the jamb/corner block 102. The unidirectional elevation pattern 114 on the top void perimeter surface 123 of the void 122 adjacent the second end side 116 includes a first wall 114a extending from the top void perimeter surface 123 forming a first ledge 150a between the first wall 114a and the front surface 103, and a second wall 114b opposite the first wall 114a extending from the top void perimeter surface 123 forming a second ledge 150b between the second wall 114b and the back surface 107. A third ledge 150c is formed between the top side perimeter surface 123 and the planar end surface 105. The first ledge 150a and the second ledge 150b extend the length of the jamb/corner block 102 to the planar end surface 105. The third ledge extends from the front surface 103 to the back surface 107. The first ledge 150a, the second ledge 150b, and the third ledge 150c have a downward slope to function as a drainage plane that diverts water toward the block exterior.
The void 122 adjacent the projecting end surface 116 is formed by two webs 120-1 and 120-2. A third web 120-3 is disposed between the second web 120-2 and the first end side with the planar end surface 105. The second web 120-2 and third web 120-3 form a cell 124 that is smaller than the voids 122. The cell 124 aligns with a space formed when the projecting end surface 116 of a block stacked on top of the jamb block is mated with the receiving end surface 118 of another block stacked on top of the jamb block, for example, in a staggered arrangement. The cell 124 and the space between blocks aligned above may be used to add vertical reinforcement, such as with reinforcing bars (i.e., rebar). The cell 124 and space may also be filled with cementitious material adding further vertical stability to the wall.
The webs 120 and the inner surface of the front surface and the back surface include a shelf 154 as shown in FIG. 5C. The shelf 154 is configured to support an insert 157 in FIG. 5C. The insert 157 is configured to support a grout plug (not shown in FIGS. 5A-5D, but described in more detail with reference to FIG. 11). When a block, such as a jamb/corner block 102-1, or a wall stretcher block 104, or a half jamb block 106 as shown in FIG. 1B or 2A) is stacked over the jamb/corner block 102-1 in FIG. 1A, for example, the grout plug overlaps the horizontal seam formed between the blocks (See grout plug 320, block 302-1, and block 302-2 in FIG. 11). The grout plugs provide the wall with support against shear forces. The webs of the stacked block (See block 302-1 in FIG. 11) extend into a web recess 152 formed on the web 120 to support the grout plug (See block 302-2 and grout plug 320). The voids 122 may also be used to support the vertical insertion of rebar (See rebar 350 in FIG. 11) as a desired number of courses are stacked during construction of the wall. The web recess 152 also includes a pair of channels 155 on the ends of the web recess 152 sized to support horizontally inserted rebar.
Referring to FIGS. 3B and 5B, the bottom mating surface 130 of the jamb/corner block 102 includes a recess pattern 132 extending length-wise over the bottom void perimeter surface 133. The recess pattern 132 comprises a first channel 132a adjacent a first bottom wall 130a and forming the bottom void perimeter surface 133a on one side, and a second channel 132b adjacent a second bottom wall 130b and forming the bottom void perimeter surface 133b on the other side. The webs 120 include web elevations 136 to provide opposing walls for the channels 132a, 132b between the voids 122. The recess pattern 132 in the bottom mating surface 130 is formed to mate with either the multi-directional 112 or unidirectional elevation 114 patterns in the top mating surface 110 of another block on which the jamb/corner block 102 is stacked.
Referring to FIGS. 6A and 6B the half jamb block 106 includes a front surface 103, a back surface 107, a half jamb top side mating surface 110, a half jamb bottom side mating surface 130 configured to mate with the top side mating surface 110 of another block, a planar end surface 105 on a first end side, and either a projecting end surface 116 or a receiving end surface 118 (as shown in FIG. 4 for the jamb block) adapted to receive and mate to the receiving end surface or the projecting end surface, respectively, of another block on a second end side.
The half jamb 106 includes a web 120 extending between the front surface 103 and the back surface 107 to form a void 120 defined by a top void perimeter surface 123 disposed at the top side and a bottom void perimeter surface 133 disposed at the bottom side. The top side mating surface 110 includes a unidirectional elevation pattern 114 formed by a first wall 114a and a second wall 114b extending from the top void perimeter surface 123 on opposite sides of the void 122. The bottom side mating surface 130 comprises a recess pattern 132 extending length-wise that is the same as, but half as long as the recess pattern 132 described above for the jamb/corner block 102. The similarity of the bottom side mating surface 130 of the half jamb block 106 and the bottom side mating surface 130 of the jamb/corner block 102 allows for the half jamb block 106 to stack on top of the jamb/corner block 102 and vice versa.
FIGS. 7A and 7B are plan views of the wall stretcher block 104. The wall stretcher block is identical or similar to the blocks 70 and 90 disclosed in U.S. Pat. No. 8,739,490 incorporated by reference herein. The wall stretcher block 104 includes a front surface 103, a back surface 107, a wall stretcher top side mating surface 110, a wall stretcher bottom side mating surface 130 configured to mate with the top side mating surface of another block, a projecting end surface 116 on a first end side, and a receiving end surface 118 on a second end side.
The wall stretcher block 104 includes a plurality of webs 120 extending between the front surface 103 and the back surface 107 to form a plurality of voids 122 defined by a top void perimeter surface 123 disposed at the top side and a bottom void perimeter surface 133 disposed at the bottom side. The top side mating surface 110 includes a unidirectional elevation pattern 114 formed by a first wall 114a and a second wall 114b extending from the top void perimeter surface 123 on opposite sides of the voids 122. The bottom side mating surface 130 comprises a recess pattern 132 extending length-wise that is the same as the recess pattern 132 described above for the jamb/corner block 102. The similarity of the bottom side mating surface 130 of the wall stretcher block 104 and the bottom side mating surface 130 of the jamb/corner block 102 allows for the wall stretcher block 104 to stack on top of the jamb/corner block 102 or half jamb block 104, and vice versa.
The wall construction system includes a leveling system for ensuring the blocks laid in the courses of the wall are level. A part of the leveling system is the structure of the block types that allow for the use of leveling tools in the form of shims while the wall is in construction. In the illustrated example wall construction systems, each web 120 in the blocks may include a web recess extending across a web top surface and downward sufficient to leave a web gap 152 (FIGS. 11 and 12) between the recessed web top surface and the web elevations 136 when another block is mounted on top of the block. A leveling shim may be inserted in the web gap to enable adjustment of the level of the blocks in one or both of a length-wise direction and a transverse direction. The leveling shim may include a generally wedge-like shape or cam shape. In the former, the shim may include a low-rise front portion that ramps up to a high-rise back portion. An optional handle may extend from the high-rise back portion or another part of the shim. An optional nose portion may be disposed at an end of the shim. The leveling shim is insertable into the web gap 152 to expand the web gap 152 sufficiently to level the block. The leveling process may be undertaken on one or more courses above a first course of blocks wherein the latter are set on a footing or other foundation. While the leveling of the first course of blocks may be undertaken using the leveling shim(s) disclosed herein, the first course may instead be leveled using, for example, the leveling system disclosed in U.S. Pat. No. 8,739,490, incorporated by reference herein. Thereafter, a periodic level check may be performed as the wall is constructed and leveling may be checked and adjusted as the wall is raised.
The leveling shims may take a variety of forms, for example, the narrow leveling shim 200 shown in FIGS. 8A-8C. In this example, the narrow leveling shim 200 includes a curved portion 220 with a flattened surface 222 on an arc apex of the curved portion 220. The narrow leveling shim 200 includes an optional shim handle 226 extending from the apex of the curved portion 220. The narrow leveling shim 200 may be made of a stiff material capable of supporting the block weight carried thereby while expanding the web gap, such as steel, aluminum, another metal, wood, plastic, or combinations thereof that is formed in any suitable manner into the desired shape. The narrow leveling shim 200 includes a low rise front portion 211 and a high rise back portion 215 to provide the generally wedge-like shape.
An optional nose portion 228 (best seen in FIGS. 8B and 8C) may be provided at a distal end of the front portion 211. The nose portion 228 may be of any shape that provides a surface for interference with a portion of a lower surface of a block disposed above the shim 200 to prevent significant rotation of the shim 200 during and after installation as noted in greater detail below.
FIGS. 9A-9C depict a wide leveling shim 250. In one example, the wide leveling shim 250 includes spaced curved portions 252a and 252b with a flattened surface 254 disposed between the arcuate curved portions 252a, 252b. Each of the curved portions 252a, 252b includes a flattened surface 222a, 222b on an apex thereof similar or identical to the flattened surface 222 described above wide leveling shim 250 includes an optional shim handle 258 extending from an end 259 of the surface 254. The wide leveling shim 250 may be made of a stiff material similar or identical to the narrow leveling shim 200 that is formed by machining or otherwise. The wide leveling shim 250 includes a low rise front portion 255 and a high rise back portion 257 to provide the generally wedge-like shape.
During the step of leveling the first course or any other course, one or both of the leveling shims 200, 250 is/are insertable at web gaps at either end or both ends of a first block between such block and a second block disposed vertically below the first block to enable leveling either in a transverse (i.e., front-to-back) or lengthwise direction of the first block. The blocks to be leveled may be any of a jamb/corner block 102, a wall stretcher block 104, and a half jamb block 106.
Specifically, FIG. 10 is a top view of a stretcher block 104 having a narrow leveling shim 200 and a wide leveling shim 250 inserted underneath end webs 120-1, 120-2 of the stretcher block 104. The first end web 120-1 is disposed between void 122-1 and a first half cell 124-1. The second web 120-2 is disposed between void 122-2 and a second half cell 124-2. The wide leveling shim 250 is inserted through void 122-1 under the web elevation 136 of the web 120-1 and into the gap 152 (as shown in FIG. 15 in connection with another embodiment) and the narrow leveling shim 200 is inserted through void 122-2 into the gap 152 below the web elevation 136 of the web 120-2 in the same fashion as the wide leveling shim 250. The shims 200 and 250 are positioned to adjust the level in a longitudinal direction L and a transverse direction T of the block 104. For example, a user may check the transverse level by placing a level tool across the top of the stretcher block 104 in the transverse direction T and adjust the level along the transverse direction T by rotating the shims 200 and/or 205 along the direction of the arrows 251a and/or 251b, respectively, to cause either or both shims to have a height differential in the plane of the web 120-1. This height differential causes the block 104 to tilt along the direction T as required to bring the block 204 into a level condition along such direction. Leveling in the longitudinal direction L is accomplished by inserting either or both shims 200, 250 a greater or lesser extent into the gaps 152 below each web 120-1, 120-2. In any event, the shims 200 and 250 provide three surfaces comprising the surfaces 222 (see FIGS. 8A-8C), and the top surfaces of the portions 252a, and 252b (see FIGS. 8A-8C) that together support the block 104 in a tripod configuration to keep the block 104 stable during and after leveling. Further, the nose portion 228 of the shim 200 prevents significant rotation of the shim 200 that might otherwise occur as a result of application of the weight of the supported block on the surface 222. The rotation is prevented by interference of the nose portion 228 with an undersurface of the block 104.
The user may also check the level in the longitudinal direction L by placing the level tool across the top of the jamb block 102 in the longitudinal direction L and adjusting the level by adjusting the shim(s) 200 and/or 250 accordingly. For example, the user may push the wide leveling shim 250 into the web gap under the web elevation 136 under the block 104 to raise the side of the block 104 on which the projecting end surface 116 is disposed relative to the side on which the planar end surface 105 is disposed. The optional shim handle 258 may be used to assist the user in pushing the shims 200 into the web gap to leverage the ramp on the wedge-like shim against the block 104.
Additional shims 200, 250 may be inserted below other blocks in the fashion noted above to accomplish leveling of an entire course or courses of blocks. Also, it may be desirable, particularly when the shim 200 and/or 250 is made of wood or other compressible material, to form the shims 200 and/or 250 into solid shapes rather than hollow as illustrated in the FIGS. Particularly in the case of the shim 250 (but not limited necessarily to such shim) it may be preferable to form the bottom of the shim with a dado or other channel to remove a limited thickness from the bottom of the shim while retaining side projections that extend downwardly so that two surfaces are provided for support on the lower block.
FIGS. 11 and 12 illustrate the condition where a first block 302-1 is stacked on a second block 302-2 after a portion of the wall has been constructed. The first block 302-1 may be the stretcher block 104 from FIG. 10. The second block 302-2 may be any of the jamb block, half jamb block, or wall stretcher block. A wide leveling shim 250 is inserted under the first web 120-1 of the first block 302-1 in the web gap between the web elevation 136 of the first block 302-1 and the gap 152 of the second block 302-2. A user may check the level of each course as the wall is constructed and leveling shims may be used any time an adjustment is needed.
FIGS. 13-15 illustrate an alternative shim 400 having a cam shape. Specifically, the shim 400 includes a main portion 402 and an optional handle 404 joined in any suitable fashion to the main portion 402. The main portion 402 includes a plurality of surfaces that facilitate leveling of a block, for example, by insertion into the gap 152 between blocks 302-1 and 302-2 shown in FIG. 15. Specifically, the shim 400 includes four curved surfaces 406, 408, 410, and 412 and two planar surfaces 414, 416. The planar surface 414 is disposed between the pair of curved surfaces 406 and 412 and the planar surface 416 is disposed between the pair of curved surfaces 408 and 410. The curved surfaces 406, 408 are disposed adjacent one another, as are the curved surfaces 410, 412. If desired, a different arrangement of similar or different surfaces may be arranged about the main portion 402.
The shim may be made of any suitable material sufficiently stiff to be capable of supporting the weight carried thereby, such as steel, aluminum, another metal, wood, plastic, or combinations thereof. The various elements of the shim 400 preferably have the dimensions set forth below, it being understood that such dimensions are exemplary only and should not be considered to limit the scope of the claims hereof (references are to letters appearing FIG. 13 and dimensions are in inches unless otherwise specified):
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Reference
Dimension
|
|
|
A
2.25
|
B
35 degrees
|
C
1.00
|
D
0.69
|
E
0.23
|
F
0.50
|
G
0.125
|
I
0.5
|
|
Shims similar or identical to the shim 400 may be used exclusively to level one or more blocks of a wall. Each shim 400 may be inserted into one of the gaps 152 in the manner illustrated in FIG. 15 and as described above, using the handle 404 to facilitate insertion and positioning of the shim 400. Longitudinal depth of insertion of the shim 400 into the gap 152 and by adjusting the rotational position of the shim 400 about a longitudinal axis 420 (seen in FIG. 13). Transverse leveling along the dimension T of FIG. 10 is accomplished by adjusting the rotational position of the shim 400 about an axis 422 (also seen in FIG. 13) perpendicular to the axis 420, similar to the adjustment of the shims 200 and 250 described above. Preferably, the dimensions of the shim 400 are selected to ensure that stability of the blocks is maintained during and after leveling.
Referring to FIG. 11, the first block 302-1 is fitted with a first insert 310-1 and the second block 302-2 is fitted with a second insert 310-2. The first insert 310-1 sits on a first shelf 154-1 within the first half cell 124-1. The first half cell 124-1 forms a complete cell when another block is mounted to mate with the receiving end surface 118 (in FIG. 10). The other block includes a shelf in its half-cell to support the first insert 154-1. The second insert 310-2 sits on a second shelf 154-2 formed within a void 122-3 formed by a web 120-3 of the second block 302-2 where the first block 302-1 is mounted on the second block 302-2 in a staggered arrangement. One or more sections of horizontal rebar 360 is disposed on the web recess 152 of the second block 302b. One or more sections of vertical rebar 350 are inserted through the voids, cells, and half cells on the other side of the webs 120-1 and 120-3, which may be filled with a cementitious material, such as grout. A grout plug 320-1 is disposed on the second insert 310-2 in front of the web 120-1 of the first block 302-1 and web 120-3 of the second block 302-2. The grout plug 320-1 includes sufficient grout to seal a seam 370 between the blocks 302-1 and 302-2.
FIG. 12 is a cross-sectional view 300 along section 12-12 in FIG. 10 where the block 104 of FIG. 10 is mounted on top of a second block. FIG. 12 shows a first block 302-1, which is the stretcher block 104 in FIG. 10 for purposes of this description, stacked on a second block 302-2 after a portion of the wall has been constructed. The second block 302-2 may be any of the jamb/corner block, another stretcher block, or a half jamb block as described above. A narrow leveling shim 200 or the shim 400 (in FIGS. 13 and 14) is inserted under the first web 120-1 of the first block 302-1 in the web gap between the web elevation 136 of the first block 302-1 and the gap 152 of the second block 302-2.
The first block 302-1 is fitted with a first insert 310-1 and the second block 302-2 is fitted with a second insert 310-2. The first insert 310-1 sits on a first shelf 154-1 within the first half cell 124-1. The first half cell 124-1 forms a complete cell when another block is mounted to mate with the projecting end surface 116 (in FIG. 10). The other block includes a shelf in its half-cell to support the first insert 154-1. The second insert 310-2 sits on a second shelf 154-2 formed within a void 122-3 formed by a web 120-3 of the second block 302-2 where the first block 302-1 is mounted on the second block 302-2 in a staggered arrangement. One or more sections of horizontal rebar 360 is disposed on the web recess 152 of the second block 302b. One or more sections of vertical rebar 350 are inserted through the voids, cells, and half cells on the other side of the webs 120-1 and 120-3, which may be filled with a cementitious material, such as grout. A grout plug 320-1 is disposed on the second insert 310-2 in front of the web 120-1 of the first block 302-1 and web 120-3 of the second block 302-2. The grout plug 320-1 includes sufficient grout to seal a seam 370 between the blocks 302-1 and 302-2.
Another block may be stacked on the first block 302a as the construction of the wall continues. As each block is added to the wall, the level of each block may be checked and adjusted if necessary using the leveling shims. Grout plugs may also be added as the wall is constructed. The blocks are stacked in a staggered arrangement using any of the block types described above to form corners and jambs, or to extend the courses to add length to the wall. Construction of the wall is made easier by the block types as no blocks need be cut in half and assembly is simplified by the structure of the blocks.
FIGS. 16-21 illustrate yet another alternative shim 500 having a cam shape. Specifically, the shim 500 includes a main portion 502 and an optional handle 504 (FIG. 17) joined in any suitable fashion to the main portion 502. In the illustrated embodiment, the handle 504 comprises a 6d finish nail press-fitted into a blind bore 505. The main portion 502 includes a plurality of surfaces that facilitate leveling of a block, for example, by insertion into the gap 152 between blocks 302-1 and 302-2 shown in FIG. 15. Specifically, the shim 500 includes a pair of curved portions or surfaces 506, 508, and a planar portion or surface 514. The planar surface 514 is disposed between first ends of the pair of curved surfaces 506 and 508. Second ends of the curved surfaces 506 and 508 are disposed adjacent one another. If desired, a different arrangement of similar or different surfaces may be arranged about the main portion 502. In any event, either or both of the curved surfaces 506 and 508 includes at least one portion having a non-constant radius of curvature so that a cam effect is obtained when the shim is rotated and/or twisted. This cam effect permits the shim to be adjusted and thereby adjust the distance between (e.g., above and below) adjacent blocks. In the illustrated embodiment, the surface 506 has a constant radius of curvature throughout while the surface 508 has a continuously varying radius of curvature from the second end thereof to the first end thereof. Again, in the illustrated embodiment, this radius of curvature increases by 1/16 inch for every 45 degrees distance from the second end. Still further, the width of the second curved surface 508 varies from the second end to the first end thereof such that the bearing surface afforded by the second curved surface increases with rotation of the shim 500 in the clockwise direction as seen in FIG. 17.
The shim 500 may be made of any suitable material sufficiently stiff to be capable of supporting the weight carried thereby, such as steel, aluminum, another metal, wood, plastic, or combinations thereof. The various elements of the shim 500 preferably have the dimensions set forth below, it being understood that such dimensions are exemplary only and should not be considered to limit the scope of the claims hereof (references are to letters appearing FIGS. 17-21 and dimensions are in inches unless otherwise specified):
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Reference
Dimension
|
|
L
0.9063
|
M
0.0625
|
N
0.3125
|
O
0.6563
diameter
|
P
0.2500
|
Q
0.7813
|
R
0.7500
|
S
0.0625
|
T
0.0781
|
U
0.5781
|
V
0.3281
|
W
0.7500
|
X
0.3281
|
Y
0.4531
|
Z
45
degrees
|
AA
0.6563
|
AB
0.2500
|
AC
0.5781
|
AD
0.3281
|
AE
0.3906
|
AF
0.4531
|
AG
0.5156
|
|
Shims similar or identical to the shims 400 or 500 may be used exclusively to level one or more blocks of a wall. Each shim 400 or 500 may be inserted into one of the gaps 152 in the manner illustrated in FIG. 15 and as described above, using the handle 404 or 504 to facilitate insertion and positioning of the shim 400 or 500. Longitudinal depth of insertion of the shim 400 or 500 into the gap 152 and adjustment of the rotational position of the shim 400 or 500 about a longitudinal axis, for example, the axis 420 (seen in FIG. 13) results in the ability to level the block above the gap 152. Transverse leveling along the width dimension, for example the dimension T of FIG. 10, is accomplished by adjusting the rotational position of the shim 400 or 500 about an axis 422 (also seen in FIG. 13) perpendicular to the axis 420, similar to the adjustment of the shims 200 and 250 described above. Preferably, the dimensions of the shim 400 or 500 are selected to ensure that stability of the blocks is maintained during and after leveling.
INDUSTRIAL APPLICABILITY
The wall construction system described herein advantageously allows for easy assembly of level and plumb courses of wall blocks without the need to position blocks during assembly using mortar. The resulting wall can be quickly assembled by a relatively untrained worker and is strong and attractive in appearance.
Numerous modifications to the present disclosure will be apparent to those skilled in the art in view of the foregoing description. Accordingly, this description is to be construed as illustrative only and is presented for the purpose of enabling those skilled in the art to make and use the present disclosure and to teach the best mode of carrying out same.
Patent Grant
10941568
