FIELD OF INVENTION

This invention is directed to the field of wall blocks and block wall construction. The blocks are of the type used to make retaining walls to secure terraces and embankments.

BACKGROUND OF INVENTION

Conventional retaining walls are used to secure earth embankments against sliding and slumping. Retaining walls are made of various types of concrete, solid masonry, wood ties, bricks, and blocks of stone and concrete. The blocks are placed in rows and superimposed on top of each other to form a wall. Examples of blocks used in the construction of retaining walls are shown by Heinzmann in U.S. Patent No. 4,229,123 and Scheiwiller in U.S. Patent No. 4,524,551. These patents disclose a plurality of block elements stacked on each other and located in rows to form retaining walls. The block elements have tongue and groove structures which allow adjacent rows of blocks to interengage each other to form generally upright walls. The block elements also have hollow interiors with open tops and bottoms for accommodating soil and plants. Solid walls use considerable amounts of material. They are also expensive and require considerable time and labor to construct. Block walls are satisfactory where the pressure behind the wall is not too great or the slope not to steep as the blocks are not connected together. The disadvantages of the prior retaining walls are overcome with the wall blocks and wall

structure of the present invention.

SUMMARY OF INVENTION

The invention relates to a precast wall block and wall structure made from a plurality of wall blocks interlocked together. The wall blocks are placed side-by-side and stacked on top of each other to form the wall structure. The wall structure can have a variety of shapes, such as linear, concave, and convex curved, serpentine and circular to conform to the landscape utilization. The wall block can be made in miniature form and used as a construction toy. The wall structure is made of blocks formed from high density concrete. Each block has an attractive and decorative exterior face. A wall structure can be made with a plurality of interlocking wall blocks without the use of special tools with a minimum of time and labor. The wall block when used to construct a retaining wall is self-a choring and provides an effective structure to retain the earth, including steep slopes, in a desired location.

The wall block has a body that has a convex curved front face which is the exterior surface of the block. The front face of the block can be smooth, serrated, horizontally grooved, vertically grooved, diagonally grooved, checkerboard or have an aggregate appearance. The front face of the block can be broken apart concrete or broken irregular pattern. The block is made of high density

concrete that may be of any desired color including gray or earth tones and the like. The body has generally flat top and bottom surfaces so that the rows of blocks can be stacked or superimposed on top of each other. The adjacent rows of blocks are connected together with upright pins.

Each block has holes to accommodate the pins. Rows of blocks overlap each other so that each block is pinned to a pair of adjacent blocks.

In one embodiment of the wall block, the body of the block has a pair of pockets located adjacent the opposite side walls thereof. The side walls extend rearwardly and taper inwardly from opposite ends of the front face. Holes located adjacent the pockets are used to accommodate upright pins that interconnect the adjacent courses of blocks. The side walls of the body are joined to a neck that terminates in the head. The head has oppositely directed anchoring ears. In addition to the anchoring ears, the body and neck are provided with upright openings to accommodate fill to facilitate the retention of the wall blocks in an earth embankment. The wall blocks of adjacent courses of the wall structure overlap each other. Pins extended through the holes in the body project into the pockets of adjacent blocks to interlock the wall blocks together. On site granular fill or imported fill, such as coarse sand or pea gravel, is used to fill all voids between the blocks and the passages through the blocks. Reinforcing tie-backs anchored on the pins that interlock the blocks together extend into the fill are used to increase the lateral and vertical

stability of the retaining wall.

These objects and advantages of the wall block and wall structure of the invention and additional advantages thereof are embodied in the wall blocks and wall structure disclosed in the drawing and following detailed descriptions thereof.

DESCRIPTION OF DRAWING

Figure 1 is a perspective view of a retaining block wall constructed according to the invention;

Figure 2 is a perspective view of a block showing the bottom thereof used to construct the wall of Figure 1;

Figure 3 is a bottom view of the block of Figure 2;

Figure 4 is a top view of the block of Figure 2;

Figure 5 is a sectional view taken along the line 5-5 of Figure 3;

Figure 6 is a sectional view taken along the line 6-6 of Figure 4;

Figure 7 is a top perspective view of a portion of the wall of Figure 1 showing the overlapped rows of wall blocks;

Figure 8 is a top view of Figure 7;

Figure 9 is an enlarged sectional view taken along the line 9-9 of Figure 8;

Figure 10 is a sectional view taken along the line 10-10 of Figure 8;

Figure 11 shows an arrangement of the wall blocks to form a convex curved wallj

Figure 12 is a perspective view of a modification of the block showing the top thereof used to construct a wall according to the invention;

Figure 13 is a top view of the block of Figure 12;

Figure 14 is a bottom view of the block of Figure 12;

Figure 15 is a rear elevational view of the block of Figure 12;

Figure 16 is a sectional view taken along the line 16-16 of Figure 13;

Figure 17 is a sectional view taken along the line 17-17 of Figure 14;

Figure 18 is a perspective view of a starter block used in a retaining wall of the invention;

Figure 19 is a top view of Figure 18;

Figure 20 is a bottom view of Figure 18;

Figure 21 is a rear elevational view of Figure 18;

Figure 22 is a front elevational view of a modification of the block wall of the invention;

Figure 23 is a top view of the wall of Figure 22;

Figure 24 is a sectional view taken along line 24-24 of Figure 22;

Figure 25 is an enlarged sectional view taken along line 25-25 of Figure 22;

Figure 26 is an enlarged sectional view taken along line 26-26 of Figure 25;

Figure 27 is a sectional view taken along line 27-27 of Figure 25;

Figure 28 is a sectional view taken along line 28-28 of Figure 25; and

Figure 29 is a top view of a wall with the top cap blocks removed.

DESCRIPTION OF PREFERRED EMBODIMENTS

Referring to Figure 1, there is shown a retaining block wall indicated generally at 10 located adjacent a side of a hill or bank of earth 11. Wall 10 comprises a plurality of overlapping blocks 12 that are interlocked together. The blocks 12 are located in rows or courses which are superimposed on each other. Blocks 12 are used to make earth retaining walls and residential and commercial landscape walls having linear, circular, as well as convex and concave shapes. Block 12 is a high density one-piece concrete member that is dense, strong, and rugged. The blocks can be made of other rigid construction materials, such as plastic, plastic reinforced with fibers, ceramic, brick, wood, and metal. The following description of block 12 is directed to a concrete block.

As shown in Figures 2 to 4, block 12 has a body 13 joined to a neck 1 . A head 16 is joined to the inner end of neck 14. Body 13, neck 14, and head 16 form a one-piece concrete unit. Body 13 has a convex shaped exterior front face or front wall 17. Face 17 has a convex arcuate shape with a radius center 25 located along the mid line of the block at the longitudinal center of the block. Face 17 has a plurality of vertically spaced ribs. Exterior face 17 can

have face patterns that are smooth, serrated, horizontally grooved, vertically grooved, diagonally grooved, checkerboard, or have an aggregate surface or broken split concrete.

Body 13 has inwardly converging side walls 18 and 19 that converge to neck 14• Each side wall 18 and 19 has an obtuse angular shape that converges from an end of front face 17 to neck 14. A transverse opening 21 having a generally trapezoidal shape is located between side walls 18 and 19. A transverse rectangular recess ,22 is located between opening 21 and face 17. Recess 2 extends downwardly from the top of block 12 toward the bottom thereof. The bottom of recess 22 is open. An upright web 23 separates recess 22 from opening 21.

Neck 14 and head 16 have a common linearly elongated opening 24. Opening 24 has a rectangular shape orientated perpendicular or normal to opening 21. A short center web

26 separates open 24 from opening 21. The block center 25 is located in web 26.

Head 16 has a pair of side ears 27 and 28 that extend forwardly from opposite ends of the convex curved end wall 29. End wall 29 is a convex arcuate wall having a radius center at block center 25. The radius of curvature of face 17 is the same as wall 29 as they are equidistant from block center 25. Ears 27 and 28 have rearwardly diverging side walls 31 and 32 that are generally in alignment with side walls 18 and 19 of body 13. Ears 27 ad

28 extend outwardly in opposite direction from the neck

walls 33 and 34 to facilitate the anchoring or holding of the block in soil, sand, gravel and the like.

As shown in Figures 2 and 3, web 23 has grooves 36, 37, and 38 open to the bottom surface 46 of block 12 to allow water to drain from recess 22. A pair of holes 39 and 41 extend into head 16 from the bottom of grooves 36 and 38, as seen in Figure 5. Holes 39 and 41 extend through head 16 and accommodate pins 51 and 52 that interlock layers of blocks together.

As shown in Figures 4 and 5, a pair of cup-shaped pockets or recesses 43 and 44 are located in body 13- Pockets 43 and 44 are open to the top surface 42 and are spaced outwardly from holes 39 and 41. As shown in Figure 4, pockets 43 and 44 have generally arcuate shapes and extend outwardly toward face 17. The inner ends of pockets 43 and 44 are in general transverse alignment with holes 39 and 41. The pockets can be open to the bottom surface 6 of body 13.

As shown in Figures 7 to 10, wall 10 comprises a plurality of layers or courses of blocks. Two block layers 48 and 49 are shown in Figures 7 to 10. Additional layers of blocks are used to complete the wall to the desired height. The lower layer 48 comprises blocks 12A, 12B, and 12C. The top layer 49 comprises blocks 12D and 12E. Blocks 12A - 12E are identical to block 12 shown in Figures 2 "to 6. The parts of block 12 that correspond with the parts of blocks 12A to 12E have the same reference numbers with the suffixes A to E. The heads of each block with their

outwardly directed ears anchor the block in the earth.

Additional anchoring of the block is achieved with fill located in openings 21 and 24.

A plurality of upright pins 51 interlock the row of blocks 12A, 12B, and 12C to the row of blocks 12D and 12E.

Pins 51 are rigid rods made of metal or reinforced plastic, such as glass fiber impregnated plastic. As shown in Figure

10, pins 52 extend downwardly into ground 5?> and are located in holes 39A, 39B, 39C, and 4.1A, 4-1B, .1C. The lower end of pins 51 project into pockets 43B-43C and 44A-44B of blocks

12A-12C. The pocket 430 having a generally arcuate shape allows block 12E to be longitudinally positioned on top of block 12G in a desired position. As shown in Figure 9, the front face 17E is offset rearwardly from the front face 17C of block 12C. Figure 10 shows the remaining pins 51 interlocking the stacked blocks together. A second set of pins mounted in holes in a third layer of blocks fit into the pockets 43D, 43E and 44E. Additional pins are used to interlock additional layers of blocks of wall 10. Alternate layers of blocks are positioned in overlapping relation so that each block is pinned to two blocks. This holds the

^• rows of blocks together in side-by-side locations and prevents individual blocks from moving out away from the fill. Pins 51 and 52 and additional., pins in cooperation with the pockets in the blocks allow adjacent blocks and layers of blocks to be located in linear, convex, and concave curved relationships. The layers of blocks can be vertically aligned on top of each other to form a generally

vertical wall. Alternatively, the layers of blocks can be stepped or offset rearwardly to form rearwardly stepped upright wall.

As shown in Figure 11, blocks 12F, 12G, and 12H are identical to block 12. They are located in a convex curved arrangement. The adjacent side walls 18F, 19G, and 18G, 19H are located in engagement with each other. This positions the adjacent side walls 32F, 31G and 32G and 31H in ^■ engagement with each other. • Each layer of blocks can have a convex curved configuration to form a convex curved wall.

A modification of the wall block, indicated generally at 112, is shown in Figures 12 to 17. Block 112 is similar in shape and form to block 12. Block 112 has a body 113 joined to a neck 114. The outer end of neck 114 is integrally attached to an enlarged head 116 which forms anchoring structure for the block. Body 113, neck 114, and head 116 are a one-piece concrete block. The block 112 is made of high strength high density semi-wet molded concrete. Other materials, such as plastic, ceramic, wood, and metal can be used to make block 112.

Body 113 has a convex shaped exterior front face or front wall 117. Face 117 has a convex arcuate shape with a radius center 125 located along the mid-line of the block at the longitudinal center of the block. Face 117 is shown as having a smooth face pattern. Other types of face patterns, such as vertical or horizontal scored, ribbed, exposed aggregate and the like, can be used with the block.

Body 113 has inwardly converging side walls 118 and

-II- 119 that are joined to neck 114. Each side wall 118 and 119 has an obtuse angular shape that converges from an end of front face 117 to neck 114. A transverse opening 121 having a generally trapezoidal shape is located between side walls

118 and 119. A transverse generally rectangular recess 122 is located between opening 121 and face 117. Recess 122 extends downwardly from below the top of the block toward the bottom. The bottom of recess 122 is open. An.upright web 123 separates recess 122 from opening 121.. Neck 114 and head 116 have a generally radial rectangular shaped opening

124 orientated perpendicular or normal to opening 121. A short center web 126 separates opening 124 from opening 121.

Block center 125 is located in the mid-section of web 126.

Head 116 has a pair of outwardly directed side ears.

127 and 128 and a convex arcuate end wall 129- The radius of curvature of face 117 and end wall 129 is the same as they are equal distance from block center 125. Ears 127 and

128 extend outwardly in opposite directions from the neck side walls 131 and 132 respectively and form separate anchoring surfaces that cooperate with the compacted, granular fill, such as coarse sand, pea gravel, and the like, surrounding block 112 to anchor it in the fill.

As shown in Figures 13 and 14, a pair of holes 133 and 134 extend through body 113 and are adapted to accommodate pins such as pins 51 and 52 used to interlock layers of blocks together. Preferably, the pins are glass fiber rods that fit into holes 133 and 134. The upper ends of the rods extend above the top surface 136 of block 112

and are adapted to fit into pockets or cup-shaped recesses

137 and 138 located in the bottom surface of the adjacent stacked block. As shown in Figure 14, pockets 137 and 138 have generally arcuate shapes and are located adjacent . opposite ends of webs 123. Pockets 137 and 138 are open to the bottom surface 139 of block 112.

A wall is made of ^" plurality of layers or courses of blocks 112. Preferably, the wall is located on a layer of compacted granular fill. The upright rods are forced into holes 133 and 134. The upper ends of the rods project into the pockets in the bottom of blocks to locate and interlock adjacent layers of blocks together. The rods, when located in the pockets, limit outward and lateral movement of the blocks relative to each other. The layers of blocks can have a set back of about one half inch per course. Reinforcing tie-backs, such as earth auger tie-backs, can be used with high retaining walls. Wall backfill is placed behind the wall for each layer of blocks.

All voids in the blocks are filled with granular fill, such as well draining compactible granular fill or pea gravel.

Referring to Figures 18 to 21, there is shown a starter block or module, indicated generally at 212, used to start a wall adjacent a vertical surface, such as a side of a building wall or the like. Block 212 has a body 213 with a convex curved front face 214. Face 214 has a vertical groove pattern that corresponds with the pattern of the remaining blocks of the wall. The opposite end of body 213 has a rear wall 216 joined to a straight side wall 217 and

an obtused angled wall 218. Side wall 218 conforms to the shape and size of the side wall 18 of the block 12. Body

213 has an opening 219 and a hole 221 open to the top surface 222 thereof. As shown in Figure 20, the bottom of block 212 has an arcuate shaped pocket 223 open to the bottom surface 224. The starter blocks are made as right hand blocks and left hand blocks. The left hand blocks are the mirror image of the right hand blocks.

A modification of the wall construction, indicated generally at 300, is shown in Figures 22 to 29. Wall 300 comprises a plurality of layers or courses of blocks indicated generally at 347, 348, 349 and 350. Preferably, the wall is located on a layer of compacted granular fill or other solid footing 361. Four block layers 347, 348, 349, and 350 are shown in Figure 22. The lower layer 347 comprises blocks 312A, 312B, 312C, and 312D. The second layer 348 comprises blocks 312E, 312F, and 312G. The third layer 349 has blocks 312H, 3121, 312J, and 312K. Additional intermediate layers of blocks are used to construct the wall to the desired height. The length of wall 300 can vary as needed in the landscape site. Wall 300 can be linear, convex curved, concave curved, or circular. The top layer

350 comprises identical blocks 301A, 301B, and 301C. The following description is directed to block 301A. The blocks

301A - C and 312A - K are one-piece concrete blocks. The blocks are made of high strength high density semi-set molded concrete. Other materials, such as plastic, ceramic, wood and metal can be used to make blocks 301A - C and 312A

- K. - ^,4 -

Referring to Figures 23 and 24, block 301A has a generally trapezoidal shaped body 302A with inwardly converging side walls 303A and 304A. Body 302A has a generally flat top 307A with a linear flat back wall 305A. Top 307A of block 301A has a continuous and uninterrupted top surface. Body 302A has a convex shaped exterior front face or wall 306A. Front face 3θ6A- is an arcuate segment of a cylinder having an axis- located along, the center . - ι .,_,._. longitudinal axis of block 301A. The radius of front face 306A is longer than the maximum width of block 301A. Face 306A is shown as having a face pattern comprising a plurality of vertically spaced ribs. Other types of face -. . patterns, including split concrete, grooved, aggregate, smooth and V-shaped, can be used with block 301A. As shown in Figure 24, transverse generally rectangular recess 308A is located adjacent the front face 306A.. Recess 308A, . extends downwardly from below the top 307A of block 301A - • toward the bottom. A transverse second recess or groove 309A having a generally rectangular shape is located between side walls 303A and 304A. Groove 309A extends downwardly from below top 307A of block 301A toward the bottom. The bottom of recess 308A and groove 309A are open. An upright web 310A separates recess 308A from the groove 309A. Pockets 311A and 312 A located in the bottom of block 301A adjacent opposite ends of web 310A accommodate pins 351 that lock block 301A onto blocks 312A and 3121. Grooves 313A and 314A in the bottom of block 301A are open to recess 308A and

groove 309A to allow water to drain from recess 308A. Holes

315A are open to grooves 313A and 314A to accommodate pins

351 when an addtional layer of blocks are stacked onto blocks 301A.

Blocks 312A to 312K are similar in shape and form.

As shown in Figure 29, block 313E has a body 313E joined to a neck 314E. The outer end of neck 314E is integrally attached to an enlarged head 316E which forms an anchoring structure for the block 312E. Body 313E has a convex shaped exterior front face 317E. Face 317E is shown as having a face pattern comprising a plurality of vertically spaced ribs. Other types of face patterns, such as split concrete, grooved, aggregate, smooth and V-shaped, can be used with the.block. Body 313E has inwardly converging side walls

318E and 319E. A transverse opening 321E having a generally rectangular shape is located between side walls 318E and

319E. Neck 314E and head 316E have a generally radial rectagular shaped opening 324E orientated perpendicular to opening 321E. A transverse web 326E separates opening 324E from opening 321E.

As shown in Figure 25, a transverse generally rectangular recess 322E is located between opening 321E and face 317E. Recess 322E extends downwardly from below the top of block 312E toward the bottom. The bottom of recess

322E is open. An upright web 323E separates recess 322E from opening 321E.

Returning to Figure 29, head 316E has a pair of outwardly directed ears 327E and 328E and a convex arcuate

end wall 329E. Ears 327E and 328E are generally triangular shaped and extend outwardly in opposite directions from the neck side walls 331E and 332E, respectively. The ears 327E and 328E form separate anchoring surfaces that cooperate with compacted granular fill 311 surrounding block 312E to anchor it in fill 311. Notches 335E in ears 327E and 328E are used as break lines whereby the ears 327E and 328E can be shortened so that the blocks can be arranged in a curved pattern, as shown*in Figure 11. Additional anchoring of block 312E is achieved by locating fill 311 in openings 321E and 324E. Blocks 312A to 312D and 312F to 312K are identical to block 312E.

The bottom of block 312E is -shown in Figure 26. A pair of pockets 337E and 338E are located adjacent opposite ends of web 326A. Pins 351 project up into pockets 337E and 338E to interlock block 312E with blocks 312A and 312B. Web 326E has a pair of grooves 339E open to recesses 321E and 322E to allow water to drain from the recesses. Holes 333E and 334E in web 326E are open to grooves 339E to accommodate additional pins used to interlock the next layer of blocks unto the top of block 312E.

A plurality of upright pins 351 interlock the lower block layer 347 to block layer 348. Similarly, pins 351 interlock block layer 348 to layer 349 and layer 349 to the top block layer 350. As shown in Figure 27, vertical pins 351 are located in holes 333B, 333C, 333D, 334B, 334C, and 334D extending through blocks 312B, 312C, and 312D. The upper ends of the pins 351 extend above the top surfaces of

blocks 312B, 312C, and 312D and fit into pockets or recesses

337F, 337G, 338F, and 338G located in the bottom surface of the adjacent stacked blocks 312F and 312G.

A second set. of pins 351 mounted in holes in block layer 348 fit into pockets in blocks 312H, 3121, 312J, and

312K. A third set of pins 351 mounted in holes in the block layer 349 fit into pockets in blocks 301A, 301B, and 301C.

Additional pins are used to interlock additional layers of blocks of wall 300. Alternate layers of blocks are positioned in overlapping relation so that each block is pinned to two adjacent blocks. This holds the rows of blocks together in side-by-side locations and limits outward and lateral movement of the blocks relative to each other.

The pins 351 and additional pins in cooperation with the pockets in the blocks allow adjacent blocks and layers of blocks to be located in linear, convex and concave curved relationships. As shown in Figures 23 and 26, the block layers 347 to 350 are stepped or offset rearwardly to form a rearwardly stepped upright wall. For example, each layer of blocks can be offset rearwardly or into the fill 311 one half inch. The maximum amount of offset is determined by the length of the pockets 337E and 338E in the blocks. Alternatively, the layers of blocks can be vertically aligned on top of each other to form a generally vertical wall.

Referring to Figures 27 and 28, reinforcing geogrid tie-back 353 is used to further anchor the blocks of wall 300 in fill 311. Tie-back 353 is a generally flat sheet

made of flexible and high strength polymer plastic. Other materials, such as metal, wood, and hard rubber can be used as a tie-back. Tie-back 353 has a series of rows of elongated slots 354- The slots 354 are adapted to fit over the upper ends of pins 351 extending above the top of the blocks 312B-D. Pins 351, as shown in Figure 28, anchor tie-back 353 to adjacent layers of blocks. The forward edge

355 of tie-back 353 is located rearwardly of the front faces

317B-317D of blocks 312B-312D so as not to detract.from the appearance of the wall. As shown in Figure 26, tie-back 353 extends rearwardly into fill 311 to maintain the positioning of the blocks. The quantity and placement of the tie-backs between layers of blocks in wall 300 varies according to soil conditions and job specifications. Generally, walls higher than six feet will require stabilization, either by terracing or using the tie-back 353.

While there has been shown and described preferred embodiments of the block wall and blocks of the invention, it is understood that changes in the shape, structure, and form, as well as materials from which the block is made may be made by those skilled in the art without departing from the invention. The invention is defined in the following claims.