US20050163576A1 - Retaining wall block and drainage system - Google Patents
Retaining wall block and drainage system Download PDFInfo
- Publication number
- US20050163576A1 US20050163576A1 US11/089,720 US8972005A US2005163576A1 US 20050163576 A1 US20050163576 A1 US 20050163576A1 US 8972005 A US8972005 A US 8972005A US 2005163576 A1 US2005163576 A1 US 2005163576A1
- Authority
- US
- United States
- Prior art keywords
- blocks
- block
- drain
- cavity
- assembly
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0241—Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Retaining Walls (AREA)
Abstract
A retaining-wall block has a set of liquid impervious walls defining a completely bounded cavity having a sealable opening for filling the cavity with a fill material to add weight, and a seal element for sealing the sealable opening. In some cases the block has a second cavity with openings for collecting liquid and for passing collected liquid out of the second cavity to adjacent blocks in an assembly.
Description
- The present invention relates generally to block retaining walls, and pertains more particularly to wall blocks, systems for assembly, and drainage systems utilized for construction of such retaining walls.
- Many known systems and methods have been developed in the construction industry for forming block retaining walls constructed for such purposes as hillside erosion control, substantial ground elevation changes in landscaping, and so on. In conventional art such retaining walls are constructed with blocks usually formed of heavy, high-density material, typically concrete. In some applications the blocks may be formed of solid stone material cut from a base stone material.
- A disadvantage common to conventional retaining wall blocks is that, due to the dense properties of the concrete or stone materials forming the block, a single conventional retaining wall block is a heavy object in itself, often 70-100 pounds or more for a commonly sized block, difficult for many to lift and handle conveniently. Another inherent disadvantage in such heavy blocks is that, since transportation costs of such materials is directly affected by the weight of the transported materials from the store outlet or manufacturing site of the new blocks to a final destination, transportation is often cost prohibitive, particularly when the work site is located in a substantially distant geographic location from the source of the heavy blocks.
- Construction of most larger retaining walls, such as those designed for retaining hillsides, particularly ones which may, at times, have substantial water drainage needs, usually involves a substantial amount of ground excavation and preparation along and behind the proposed line of the wall, and then layering successive layers of back fill and drain fill materials, and often other supplemental drainage systems which may be required for proper drainage behind the retaining wall, along with successive rows of retaining wall blocks. A drainage pipe, or “tile” as it is commonly known in the industry, is commonly utilized for displacement of water which has drained down to the lower row of the retaining wall blocks, channeling the water draining into the drainage tile from above, along the base of the retaining wall, usually behind the retaining wall base layer, and eventually outside of the retaining wall area. In some extreme water situations such as when retaining walls are located near and below bodies of water or above-ground or below-ground streams, or in geographic areas with high annual rainfall, where sudden and intense rainfall may greatly increase the water saturation of the ground being retained in a short period of time, additional vertical drainage columns are employed to add increased drainage capability to the system.
- Retaining wall block designs known in the art have addressed the problem of the heavy weight of individual concrete or stone building blocks by the development in the industry of lighter-weight, modular building blocks, some also adapted for receiving heavy fill material into a hollow cavity within the block. A block of this sort is taught in U.S. Pat. No. 5,658,098, issued to inventor Mark A. Woolbright on Aug. 19, 1997. The surface area behind a finished retaining wall utilizing such waterproof blocks forms a waterproof wall, through which water draining down from the ground and fill materials, and possibly accumulating behind the retaining wall, cannot pass. In some instances extreme drainage flow may cause water to drain through the soil and drain fill and backfill materials at a rate that is greater than that of the drainage capacity of the entire system, which may cause an elevated water level behind the retaining wall, particularly if the undisturbed soil behind the wall has been previously saturated. In such instances when drainage capacity is suddenly exceeded, the sudden excess water flow has nowhere else to accumulate but upward from the bottom of the retaining wall as the fill material fields continue to fill with drainage overflow water.
- What is clearly needed is a retaining wall block and drainage system having the advantages of the individual block being of a substantially lighter weight compared to conventional concrete or stone retaining wall blocks, thereby greatly increasing the cost-effectiveness of transportation and handling of the blocks between the source and the work site, while also providing means for increasing the drainage capability of the retaining wall drainage system. Such an improved system also incorporates both additional drainage capacity into the individual building blocks, and additional drainage capacity for water draining through the drain fill and back fill materials behind the wall that when combined, provide far greater drainage capacity than systems of conventional art as described above. The individual, lightweight, drainage-capable building blocks of the system of the invention are adapted for receiving heavy fill material at the work site, causing each individual block to be of sufficient weight for construction of a retaining wall according to industry standards.
- The additional drainage capability provided in such a retaining wall block and drainage system provides advantages over conventional systems by enabling one to economically increase the overall drainage capacity of the system so as to accommodate much greater fluctuations in drainage flow due to heavy rains, and so forth, thereby also greatly reducing the amount of ground excavation and preparation necessary prior to wall construction, because much shallower drain fill and free-draining back fill fields are required behind the retaining wall due to the increased drainage capacity incorporated into the blocks of the retaining wall. Such a system therefore greatly increases the cost-effectiveness of overall construction of the retaining wall and draining system, and also that of transporting and handling the retaining wall blocks and back fill and drain fill materials, by reducing the needed amount of such materials, which are typically provided from outside of the work site, and also by eliminating the need for various separate horizontal or vertical drain conduit systems which are required in many applications utilizing conventional retaining wall blocks.
- The wall block and drainage system of the present invention addresses all of the above-described problems in the prior art by providing means for increasing drainage capacity in a retaining wall drainage system utilizing for the first time new and novel drain-capable lightweight retaining wall blocks and drainage systems in embodiments which are described below in enabling detail.
- In a preferred embodiment of the present invention a retaining-wall block is provided, comprising a set of liquid impervious walls defining a completely bounded cavity having a sealable opening for filling the cavity with a fill material to add weight, and a seal element for sealing the sealable opening. In some embodiments the blocks are formed of polymer material by injection molding. It is known to the inventor that the blocks can be made of any other waterproof material. It is also known to the inventor that the blocks can be made of any non-waterproof material incorporating a waterproof insert. In some embodiments the block has a curved (or any other shaped) front simulating a stone material, concrete, wood or any other material. There may also be engagement elements for engaging adjacent blocks in an assembly to limit movement between the adjacent blocks.
- In an alternative preferred embodiment the completely bounded cavity is a first cavity, and there is further a second cavity adjacent the first cavity, separated from the first cavity by at least one of the liquid-impervious walls, the second cavity having through-openings to the outside of the block for accepting drainage liquids, and for passing said liquids out of said second cavity into the blocks below or a drainage system.
- In a preferred embodiment the block is formed of polymer material by injection molding. In an alternative embodiment the through-openings include openings on an upper surface to accept liquid from a second block above in an assembly of blocks, openings in a rearward-facing surface to accept liquid from a drain field, and openings in a lower surface for passing liquids to a third block below in an assembly of blocks. There may further be an engagement interface for engaging a drain grid comprising both a mesh material and conduits for liquid, wherein individual ones of the through-openings are positioned to engage individual ones of the conduits.
- In some cases the through-openings include openings on an upper surface to accept liquid from a second block above in an assembly of blocks, openings in a rearward-facing surface to accept liquid from a drain field, at least one opening in a first side to accept liquid from an adjacent block in the assembly of blocks, and at least one opening in a second side opposite the first side to pass collected liquid to an adjacent block in the assembly.
- In another aspect of the invention a retaining wall assembly of blocks is provided, comprising a plurality of individual hollow blocks, individual ones of said blocks comprising a set of liquid impervious walls defining a completely bounded cavity except for a fill opening and filled with a fill material to add weight. In preferred embodiments individual ones of the blocks in the assembly are formed of polymer material by injection molding. Also in preferred embodiments individual blocks have engagement elements used for engaging adjacent blocks in the assembly to limit movement between the adjacent blocks.
- In an alternative preferred embodiment, in individual ones of the blocks, the completely bounded cavity is a first cavity, and there is further a second cavity adjacent the first cavity, separated from the first cavity by at least one of the liquid-impervious walls, the second cavity having through-openings to the outside of the block for accepting drainage liquids, and for passing said liquids out of said second cavity. In some embodiments the two-cavity blocks are formed of polymer material by injection molding. Also in some embodiments, in individual blocks, the through-openings include openings on an upper surface to accept liquid from a second block above in an assembly of blocks, openings in a rearward-facing surface to accept liquid from a drain field, and openings in a lower surface for passing liquids to a third block below in an assembly of blocks.
- In some embodiments of the assembly, on individual ones of the blocks, there is an engagement interface for engaging a drain grid comprising both a mesh material and conduits for liquid, wherein individual ones of the through-openings are positioned to engage individual ones of the conduits. Also in some embodiments, in individual ones of the blocks, the through-openings include openings on an upper surface to accept liquid from a second block above in the assembly of blocks, openings in a rearward-facing surface to accept liquid from a drain field, at least one opening in a first side to accept liquid from an adjacent block in the assembly of blocks, and at least one opening in a second side opposite the first side to pass collected liquid to an adjacent block in the assembly.
- In yet another aspect of the invention a drain grid for a retaining wall is provided, comprising a mesh material, and conduits for liquid, the conduits integrated with the mesh material. The drain grid is further characterized in that the conduits have openings for receiving liquid from surrounding volume.
- In embodiments of the invention described in enabling detail below, for the first time blocks are provided for building retaining walls, wherein the blocks are of very light weight for transport, and can be made heavy at point-of-application, and wherein the weight cavities are fully enclosed. Such blocks may also have second cavities adapted for collecting and passing water.
-
FIG. 1 is a side elevation view of a retaining wall and drainage system according to conventional art. -
FIG. 2A is a top view of a retaining wall block according to an embodiment of the present invention. -
FIG. 2B is a section view of the retaining wall block ofFIG. 2A , taken alongsection line 2B-2B. -
FIG. 2C is a rear view of the retaining wall block ofFIG. 2A . -
FIG. 2D is a bottom view of the retaining wall block ofFIG. 2A . -
FIG. 3A is a top view of a section of drain grid according to an embodiment of the present invention. -
FIG. 3B is a section view of the drain grid ofFIG. 3A taken alongsection line 3B-3B. -
FIG. 4A is a top view of a section of the drain grid ofFIG. 3A secured to retaining wall blocks ofFIG. 2A according to an embodiment of the present invention. -
FIG. 4B is a section view of the drain grid and retaining wall blocks ofFIG. 4A , taken alongsection line 4B-4B ofFIG. 4A . -
FIG. 5A is a rear view of a bottom-row retaining wall block according to an embodiment of the present invention. -
FIG. 5B is a bottom view of the retaining wall block ofFIG. 5A . -
FIG. 6 is an elevation view the retaining wall blocks and drain grid ofFIG. 4A and bottom-row retaining wall blocks ofFIG. 5A assembled according to an embodiment of the present invention. -
FIG. 7A is an elevation view of the retaining wall blocks and drain grid ofFIG. 4A , and bottom-row retaining wall blocks ofFIG. 5A forming a section of retaining wall according to an embodiment of the present invention. -
FIG. 7B is a side elevation view of the retaining wall and drain grids ofFIG. 7A , retaining drain fill and back fill material and undisturbed soil according to an embodiment of the present invention. -
FIG. 1 is a cutaway side elevation view of a retaining wall anddrainage system 11 according to prior art. Retaining wall anddrainage system 11 comprises aconventional retaining wall 14 formed by individual retaining wall blocks 13, drainage fill 23 and free-drainingback fill 19,mesh anchoring material 17, and additional drainage and water disbursement provided bydrain tile 21. Retainingwall 14 is constructed according to conventional methods well-known in the art for the purpose of retainingsoil 15 undisturbed. Retaining wall blocks 13 formingretaining wall 14 are typically formed of high-density concrete or other solid stone material, as is most common in the industry, and are adapted to stack one upon the other such that retainingwall 14 is formed by arranging, side-by-side, a plurality of stacks of retaining wall blocks 13, which may also engage one another. -
Blocks 13 represent conventional concrete or stone building blocks, which are provided in a wide choice of sizes, shapes and designs, and which may also be adapted for receiving various different designs of decorative facings, caps and so on.Blocks 13 are generally adapted to seat securely one upon the other utilizing various known means such as raised lip edges, such as shown in the present example, or may incorporate protrusions in one block to seat within sockets or notches in another block to secure one upper block from sliding on the top surface of a block below. The various means for preventing forward and backward movement of one block on another also typically allows for a setback angle to be achieved in the retaining wall, by securing an upper block to a lower block with the face surface of the upper block being slightly set back from flush with the face of the lower block, which is also shown in the example ofFIG. 1 . -
Undisturbed soil 15 is shown in the prior art example ofFIG. 1 to have an upward slope extending behind retainingwall 14.Undisturbed soil 15 also has a drainage requirement so as to avoid water accumulation behind retainingwall 14. Drainage back fill 19 and drainage fill 23 are typically employed as shown behind the retaining wall to provide such drainage, wherein some water draining from above or near the draining fill materials eventually drains through a portion of drainage fill 23 and is then channeled along the base of retainingwall 14 throughdrain tile 21, towards one end of the retaining wall, and eventually away from the retaining wall.Drain tile 21 is typically a tubular conduit which allows water to pass from above into the interior utilizing such as perforations, or the like, and runs parallel to the retaining wall, typically behind the retaining wall as shown in the example, having a slight descending grade as it continues to the discharge end of the conduit. - In most conventional applications the setback angle of the retaining wall such as
wall 14 is determined, in part, by the desired finished height of the retaining wall. The angle is determined according to the slope and amount of pressure which will be placed above and behind the retaining wall by the undisturbed soil and drainage fill materials, as well as any additional surcharge or adverse soil conditions, and so on. In addition to the angle incorporated into retainingwall 14 such as shown inFIG. 1 , retainingwall 14 is also typically anchored to the fill materials behind retainingwall 14 by utilizing sections of reinforcedgeogrid 17, used as previously described for conventional retaining wall systems in the background section.Geogrid 17 is typically a reinforced mesh material generally supplied in rolls of a predetermined width, and is cut to length according to the engineering pre-determination of the extent to which geogrid 17 is to extend into the fill material or soil behindwall 14. The number of layers and intervals at which the geogrid layers are placed is also determined by all of the previously described variables of wall height, soil conditions, drainage requirements, and so on. Water draining fromundisturbed soil 15 and down throughback fill 19 and drain fill 23 passes directly through the geogrid layers 17 embedded in the fill material, as the mesh material utilized ingeogrid 17 is conventionally designed for such unimpeded water passage. - Dimensions A and B of
FIG. 1 represent the depth of the fields of drain fill 23, and back fill 19, and combine also represent in the example the length ofgeogrid 17 extending behind retainingwall 14. Prior to construction of a retaining wall such as shown inFIG. 1 , the combined dimensions of A and B also represent the minimal amount of excavation that must take place behind the proposed line of the retaining wall, in addition to that of the immediate area of the wall. For very high drainage requirements, such as in temperate geographic areas with heavy annual rainfall, or nearby bodies of water or small streams flowing aboveground or underground behind the retaining wall, and so on, the field depth of drain fill 23 and back fill 19 may be much deeper, requiring much more excavation and fill material than would be normally needed. - In the conventional example shown in
FIG. 1 , water drains fromsoil 15 into and throughback fill 19 and drain fill 23, and throughgeogrid layers 17, down towards the bottom of retainingwall 14. If water drain flow is especially pronounced or prolonged, such as during or shortly after a sudden heavy rainfall, for example, the water seepage requiring drainage from behind retainingwall 14 may exceed the drainage capacity of the fill materials andlower soil 15, and the ability ofdrain tile 21 to carry the draining water away. In such an instance, particularly if the surroundingsoil 15 is previously saturated prior to the increased drainage flow, the draining water will begin to accumulate in the fill material towards the bottom of retainingwall 14, and if the heavy drainage flows continue for a period of time at a rate exceeding the drainage capacity of the system, the water level will increase behindwall 14 as the fill and drainage materials continue to fill with drainage overflow, because the upwardly accumulating water overflow, which exceeds the drainage capacity of the system, has nowhere else to accumulate. The water is prevented from passing through the rear surface of retainingwall 14, due to the nature of the construction of the wall andindividual blocks 13 utilized, and the surroundingsoil 15 may be saturated and unable to absorb additional water. Undue pressure on retainingwall 14 and possible collapse of the system is the possible result in such an occurrence. - Referring now to
FIG. 2A andFIG. 2B , a new and novelretaining wall block 31 is presented according to an embodiment of the present invention, which block provides several advantages over conventional blocks.FIG. 2A is a top view of aretaining wall block 31 according to an embodiment of the present invention.FIG. 2B is a section view of retainingwall block 31 ofFIG. 2A taken alongsection line 2B-2B ofFIG. 2A . An exemplary representation of the embodiment is best given in the following description with reference to bothFIGS. 2A and 2B alternatively, and therefore is further described in such a manner. - Retaining
wall block 31 it is preferably formed of high-density, extremely durable plasticized material, such as polyurethane or some other such polymer compound, which is lightweight, resistant to UV damage, erosion, impact, and is waterproof. The material used for formingblock 31 is suitable for an injection molding process, which is the preferred method of manufacture for formingblock 31. Other known methods, however, may be utilized in alternative embodiments for formingblock 31.Block 31 can also be made of any other waterproof material or non-waterproof material with the incorporation a waterproof insert. - Another advantage of the innovative retaining block system is that the blocks can be made quite larger that the conventional retaining block whose size is restricted by shipping weight. An increased size would allow additional fill material to be added to the inside of the block thereby increasing the weight and effectiveness of the block. The fill material can be a combination of gravel and anti-freezing liquid.
-
Block 31 may be provided in a variety of shapes and sizes suitable for forming a retaining wall, and is shown inFIGS. 2A and 2B to be of a conventional height, width and depth commonly used in the industry. Referring again toFIGS. 2B and 2B , block 31 comprises abase 45,face wall 50,rear wall 36,side walls cap wall 54, all of which together define the shape and outside dimensions ofblock 31.Face wall 50 extends upwardly frombase 45, and is better shown inFIG. 2A .Face wall 50 has a raisedside lip 44 near the intersection ofside wall 33 a, and agroove 42 recess into the edge near the intersection of the opposite edge offace wall 50 andside wall 33 b. Raisedside lip 44 andgroove recess 42 provide a means for aligningblocks 31 side-by-side such that a raisedside lip 44 of a first block fits securely into awidth recess 42 of a second adjacent block, thereby preventing forward movement of a side of thesecond block 31 against a side of afirst block 31, and also obscuring from view any gap formed by space between the side walls of pair ofadjacent blocks 31. - Referring again to
FIG. 2A , the upper surface shown in the top view ofcap wall 54 has a plurality of set backholes face wall 50 andside walls walls 33 a and b. Individual ones of setback holes 35 a and 35 b are equally-spaced between adjacent holes in each set, and extend slightly into, but not completely through the thickness ofcap wall 54. - As is better illustrated in
FIG. 2B , block 31 also providesprotrusions 49 extending slightly downward from the underside ofbase 45, located onbase 45 relative to setback holes 35 oncap wall 54. Only one ofprotrusions 49, namely 49 b, is shown in the sectional view ofFIG. 2B , asecond protrusion 49 a, as will be shown in further illustrations, is hidden from view. Protrusions 49 a and b and setback holes 35 ofblock 31 are for the purpose of engaging adjacent blocks and for preventing oneblock 31 stacked on top of another from sliding in any direction relative to the lower block. When stacking oneblock 31 on another,protrusions 49, which are slightly smaller in diameter than setback holes 35, seat snugly within setback holes 35, allowing the underside ofbase 45 of theupper block 31 to be generally flush and in substantial contact with the upper surface of thecap wall 54 of thelower block 31, the upper surface oflower block 31 thereby forming a smooth foundation for the upper block. Anupper block 31 may be securely stacked on a lower block, the upper block slightly set back from the lower block by insertingprotrusions holes blocks 31. It will be apparent that the holes and protrusions need not be circular, but could be in any one of a variety of shapes. -
Block 31 also has a pair ofprotrusions cap wall 54, located near the rear ofcap wall 54, extending slightly upward from the upper surface, as better seen inFIG. 2B . Sets ofholes protrusions cap wall 54, are located on the underside ofblock 31, also towards the rear, and extend partially into the thickness ofbase 45.Recessions cap wall 54, and the distance between the centers of eachrecession 51 a or b to that ofadjacent recession 51 a or b is the same distance as the center of one setback hole 35 to the center of an adjacent setback hole 35. Although only one set of recessions are shown in the sectional view ofFIG. 2A , namelyrecessions 51 b, an additional and identical set ofrecessions 51 a are present inblock 31, located on the opposite side ofblock 31 fromrecessions 51 b shown, but are not shown inFIG. 2B . Protrusions 54 a and 54 b andrecessions blocks 31 in a retaining wall, as will be detailed further below. - It will be apparent that setback holes and protrusions, raised lip extensions and recesses, and the like, for securing one block on top of or next to another, and for securing a portion of anchoring mesh material, such as described above in the embodiment presented in
FIGS. 2A and 2B , are known and commonly utilized in the art, and a variety of different interlocking and mesh-securing apparatus and methods may be utilized in systems in which the present invention may be practiced, without departing from the scope and spirit of the invention. -
Side walls base 45 on either side of, and behindface wall 50.Rear wall 36 extends upwardly from the rear edge ofbase 45, each side edge ofrear wall 36 meeting a side edge of aside wall Rear wall 36 has a slightly smaller width dimension than that offace wall 50, such that blocks 31 arranged side-by-side may be slightly angled so that outside curves in the retaining wall may be achieved without affecting the appearance of the front seam between face walls of individual blocks 31.Cap wall 54, generally equal in width and length tobase 45, covers the upper edges offace wall 50, side walls 33 andrear wall 36 to form an enclosure. - The height of
building block 31 is defined by distance between the outside bottom surface ofbase 45 and the outside upper surface ofcap wall 54, and the width dimension ofblock 31 is defined by the distance between the outer surfaces ofside walls block 31 is defined by the distance between the outer surface offace wall 50 and that ofwall 36. In alternative embodiments different from that shown inFIG. 1 face wall 50 may be of different height or width than that of the outer dimensions ofblock 31 itself, for decorative purposes, or for providing overlap for seams between blocks, and so on. - Referring again to
FIG. 2B , block 31 comprises aunique cavity wall 38 which also extends upwardly frombase 45 parallel to, and in between the inner surfaces offace wall 50 andrear wall 36, positioned substantially rearward to the center of the length dimension ofblock 31, such that, in this embodiment, twoseparate cavities block 31, the rearwardsmaller cavity 40, in a preferred embodiment, being of substantially smaller volume than theforward cavity 39. -
Cavities cavity wall 38 betweenface wall 50 andrear wall 36.Cavities FIG. 2A , and are more clearly illustrated in the sectional view ofFIG. 2B . The volume ofcavity 39 is defined by the distance between the inner surfaces offace wall 50 and the opposing surface ofcavity wall 38, the inner surfaces of side walls 35 and the upper surface ofbase 45 and bottom surface ofcap wall 54. The volume ofcavity 40 is defined by the distance between the inner surfaces ofrear wall 36 and the opposing inner surface ofcavity wall 38, the inner surfaces of side walls 35 and the upper surface ofbase 45 and bottom surface ofcap wall 54.Cavity 40 is separate fromcavity 39, in that fluid or fill material cannot pass between one cavity and the other. - The purpose of the
larger cavity 39 is for receiving fill material, such as water or other fluid, or other heavy fill materials which may include water, such as a water/gravel mixture, in geographic areas where freezing is not an issue, for example, or a mixture of anti-freeze solution and water, or a combination of any of the above. Ideally, all or a large portion of the fill material for fillingcavity 39 ofblock 31 is obtained from the construction site during construction of the retaining wall, in the case of using earth or gravel or fill material, or, in the case of water or liquid mixture fill, may be delivered to the construction site by such means as pumping the fill material through a delivery hose toblocks 31 and fillingblocks 31 as each is positioned during retaining wall construction, by pumping the fill from a local source or from an onsite container delivered to the construction site, for example. -
Fill cavity 39 in an embodiment of the invention has a fill volume preferably of 80 percent or more of the total volume ofcavities block 31, which is deemed by the inventor to be more than sufficient for containing an amount of fill material which would allowblock 31, upon fillingcavity 39 to capacity with whatever fill material described above is used, to have sufficient weight for a retaining wall block.Block 31, being formed primarily of polymeric material or other similar high-density material, is relatively lightweight in its unfilled state, allowing for ease of lifting and transporting, but also has sufficient weight in its filled state to provide necessary stability to act as a module for a retaining wall constructed according to industry standards. -
Face wall 50,rear wall 36,side walls base 45 andcap wall 54 in the embodiment shown each have a mean thickness sufficient for providing support and stability forblock 31 in an unfilled condition so as to minimize damage during transportation ofblocks 31 to the construction site, while also allowing for sufficient volume incavity 39 for containing an amount of fill material sufficient forblock 31 to achieve desired weight when filled. Structural integrity ofblock 31 sufficient for enablingblock 31 to be used as a module in a retaining wall is provided by the fact of the mean thickness of all of the walls ofblock 31 as mentioned above, combined with that of the fill volume itself withincavity 39. -
Block 31 is provided with anopening 37 extending throughcap wall 54 allowing access tocavity 39 for the purpose of fillingcavity 39 with filling material. Afill cap 52 is provided adapted to tightly sealopening 37, such that the upper surface offill cap 52 is flush with or recessed from the upper surface ofcap wall 54, whenfill cap 52 is inserted intoopening 37, as is clearly shown inFIG. 2B . Fillcap 52 provides a water-tight seal preventing water or fill material withinblock 31, or outsidematerials surrounding block 31 in a construction wall, from passing throughopening 37. In this embodiment recesses 69, being a pair of half-circle indications extending slightly into the surface offill cap 52, are provided to allow for a person to easily removefill cap 52 by grasping the cap vierecesses 69 with the fingers and removingfill cap 52 up from opening 37. In other embodiments the opening may be circular and threaded, andcap 52 may be circular with a matching thread, so the opening is sealed by rotating the cap into the opening in the manner of a pipe plug. -
Cavity 40 providesblock 31 with a drainage capability which is integrated into the design ofblock 31.Drain cavity 40 is separate fromfill cavity 39, thereby preventing fill material from escapingcavity 39 intocavity 40, or any drainage material from enteringfill cavity 39 fromdrainage cavity 40. As is further described below in subsequent illustrations and description, block 31, utilizingdrain cavity 40, is adapted for draining water into and out ofcavity 40 fromabove block 31, and also from behindblock 31 throughrear wall 36. -
FIG. 2A illustrates a plurality of drain holes 32 arranged near the rear ofblock 31 towardsrear wall 36. Drain holes 32 extend completely through the thickness ofcap wall 54, and open intodrain cavity 40, shown directly below in the hidden view. Drain holes 32 have a purpose of allowing water to drain from directly above drain holes 32 down intodrain cavity 40. An arrangement of drain holes 46, similar to drainholes 32, extend completely throughbase 45 at the bottom ofcavity 40, better illustrated inFIG. 2B . Drain holes 46 have the purpose of allowing water to drain fromcavity 40 down through drain holes 46 and out directly belowcavity 40. A plurality of drain holes 53 is also provided to allow additional drainage capability throughrear wall 36 intodrain cavity 40. Drain holes 53 extend completely through the thickness ofrear wall 36, as better seen inFIG. 2B , and enable water to drain from behindblock 31, throughrear wall 36, intodrain cavity 40. - Also shown are a plurality of
passages 47 extending into and completely throughrear wall 36.Passages 47 are half-circular in shape in this embodiment, and are located at the intersection of the upper edge ofrear wall 36, and rearward edge ofcap wall 54, better illustrated inFIG. 2B .Passages 47 open intocavity 40 as shown inFIG. 2B , and also provide additional drainage capacity intodrain cavity 40, when utilized with an additional drainage grid system as will be shown in further illustrations and description. -
Recesses 48 are shown inFIG. 2B extending intorear wall 36, but not completely throughrear wall 36, as dopassages 47.Recesses 48 are of the same shape and size aspassages 47, and are located at the intersection of the lower edge ofrear wall 36 and the rear edge ofbase 45, relative to the locations ofpassages 47 along the upper edge ofrear wall 36. The relevance of the locations ofpassages 47 andrecessions 48 relative to each other is also made clear in subsequent illustrations and description. -
FIG. 2C is a rear view of retainingwall block 31 ofFIG. 2A . A face-on view of the outer surface ofrear wall 36 is provided, clearly illustrating the plurality of drain holes 53 described above which extend completely through tointernal drain cavity 40.Drain passages 47 are also clearly shown along the upper edge ofrear wall 36,passages 47 also passing completely throughrear wall 36 intodrain cavity 40.Recesses 48 are shown in their location along the lower edge ofrear wall 36, relative to the location ofdrain passages 47 along the upper edge ofrear wall 36, being of similar size and dimensions asdrain passages 47. Protrusions 43 a, and 43 b, extending upward fromcap wall 54 near side walls 33, are also clearly seen in this view, andrecessions base 45,recessions 51 located relative to the location ofprotrusions 43 ofcap wall 54. Protrusions 49 a and 49 b are also shown in this view extending slightly down from the underside ofbase 45 near side walls 33, and setback holes 35, located incap wall 54 relative to the location ofprotrusions 49, are shown extending slightly down into the surface ofcap wall 54. - Drain holes 32 are shown extending completely through
cap wall 54, providing drainage fromabove block 31 intodrain cavity 40, and drainholes 46 are shown extending completely throughbase 45 providing drainage from withindrain cavity 40, throughbase 45 and out the underside ofbase 45. Drain holes 53 are shown in this view substantially covering the area ofrear wall 36, providing a substantial increase in drainage capability from behindblock 31, drain holes 53 passing completely throughrear wall 36 intodrain cavity 40. -
FIG. 2D is a bottom view of the retaining wall block ofFIG. 2A . A face-on view of the bottom surface ofbase 45 is given in the illustration, clearly showing the location ofprotrusions face wall 50 and side walls 33, as well as the location ofrecessions intersections base 45 and rearward edges of side walls 33.Recessions 48 can also be clearly seen along the rear edge ofbase 45,recessions 48 extending partially into the intersection ofrear wall 36 andbase 45. Drain holes 46, which extend completely throughbase 45, as shown inFIG. 2C , are arranged towards the rear ofbase 45, relative to theinternal drain cavity 40, such that the entire plurality of drain holes 46 open intodrain cavity 40, allowing water to drain directly below and out fromdrain cavity 40 unimpeded. - As described in the background section and portions of the description relative to the conventional example of the retaining wall and
drainage system 11 ofFIG. 1 , in addition to the angle incorporated into a retaining wall for added stability for restraining the soil and drain fill material behind the retaining wall, the retaining wall is also anchored to the drain fill materials and soil behind the retaining wall by utilizing sections of reinforced mesh material, known in the industry has geogrid, as previously described for conventional retaining wall systems. The number of layers and intervals at which the geogrid layers are placed is also determined by all of the previously described factors of wall height, soil conditions, drainage requirements, and so on. - Individual retaining blocks 31 in some embodiments of the present invention also utilize such an anchoring system, except that the mesh anchoring system of the present invention also uniquely incorporates additional drainage capability into the anchoring mesh system, thereby providing a distinct advantage over conventional systems which do not incorporate such additional drainage capability, which is described below in enabling detail.
-
FIG. 3A is a top view of a section ofdrain grid 61 according to an embodiment of the present invention.Drain grid 61 comprises a reinforcedmesh 63, similar to that of geogrid material commonly known in the industry, modified with a plurality ofdrain channels 65 which are integrated with the mesh material for providing substantial additional water drainage and disbursement per cubic yard of drain fill and back fill behind a retaining wall, as compared to conventional systems utilizing conventional geogrid material. - Each
drain channel 65 in the embodiment shown is essentially a tubular water disbursement conduit, havingperforations 62 along substantially the entire length ofdrain channel 65, extending completely through at least an upper portion of eachdrain channel 65, so as to allow water to drain freely from directly above and around the area ofdrain channel 65, into the interior ofdrain channel 65, and then to be channeled bydrain channel 65 away from the points of entry, towards output ends 66.Perforations 62 are adapted and designed to keep solid material in and allow only liquid in. Perforations can be of any shape.Drain grid 61 is designed to allow unfettered water passage throughmesh 63, whilemesh 63 also firmly anchors the retainingwall utilizing blocks 31 to the drain fill and back fill material behind the retaining wall, as in conventional geogrid mesh materials. In an alternative embodiment (not shown)drain conduits 65 may be glued into pre-formed holes into the rear ofblock 31 to provide additional anchoring characteristics for the grid material to block connection. - Near output ends 66 of
drain channels 65, is aheader portion 67 ofmesh 63, allowingenough mesh 63 material to extend beyond output ends 66 ofdrain channels 65, to allow for attachingdrain grid 61 byheader portion 67 between two stacked rows of reinforcing wall blocks 31 ofFIG. 2A , as is described further below. The length of a section ofdrain grid 61 is represented by dimension A, and the width by dimension B, as shown inFIG. 3A .Drain grid 61 is preferably provided in a number of pre-cut lengths differing in length in increments according to lengths typically used in the industry for common applications, considering various slopes, soil conditions, additional surcharges and water drainage requirements behind the retaining wall, as described in the background section. In such a manner, if the engineering analysis of the conditions behind a retaining wall necessitate a length of drain grid somewhat different than the pre-cut length as provided,drain grid 61 may be trimmed to the exact desired length at the end opposite ofmesh header portion 67, with minimal scrap. Also,drain grid 61 may be rolled up along its length, and supplied to the construction site in a length equaling the proposed length of the retaining wall, or may be unrolled over a layer of previously laid down retaining wall blocks and compacted material during construction of the retaining wall, and then trimmed to size at the end of the layer, by cutting along the length ofmesh 63 ofdrain grid 61. - In alternative embodiments of the present invention,
drain channels 65 may be provided fordrain grid 61 which may be collapsible channels woven intomesh 63, with a collapsible perforated top portion allowing drainage into the collapsible channel, such that whendrain grid 61 is rolled up,drain channels 65 collapse to provide compactness of storage, and then upon installation, acollapsible drain grid 61 may secured down by the starting end at a starting point of the retaining wall layer, unrolled along the entire length of the retaining wall layer, and then cut flush with the ending point of the retaining wall.Drain grid 61 may then be anchored to a row of retaining wall blocks 31 utilizingmesh header portion 67, extended back from the row of retaining blocks, and then secured into position by tacking the end ofdrain grid 61 oppositemesh header portion 67 into the ground behind the retaining wall. Upon stretchingdrain grid 61 and applying slight tension before securing into the ground, thecollapsible drain channels 65 would also stretch out and form drain channels capable of carrying drain water away from the drainage area, and the passages withindrain channel 65 would remain open when the next layer of drain fill material is layered upon it. -
FIG. 3B is a section view ofdrain grid 61 ofFIG. 3A taken alongsection line 3B-3B ofFIG. 3A .Drain channels 65 are shown in the illustration to be of a tubular shape, but it is noted that whetherdrain channels 65 are round or some other shape is not particularly important in practicing the present invention, as long asdrain channels 65 allow drain water to drain along the length ofdrain channel 65. In the embodiment shown,drain channels 65 are integrated intomesh 63, and arranged in three groups of three, and are spaced from each other within each group whendrain grid 61 is laid flat as shown inFIG. 3B , such that when the portion ofdrain grid 61 shown, is stretched across and attached to a row of three retaining wall blocks 31 ofFIG. 2A , each output end 66 ofdrain channels 65 is aligned with eachpassage 47 of the three retaining wall blocks 31. The distance between the center points of onedrain channel 65 and that that of anadjacent drain channel 65 within the same group of three, is the same as the distance between the center points of one ofpassages 47, and that of anadjacent passage 47 in aretaining wall block 31. The relevance of the spacing betweendrain channels 65 ofdrain grid 61, and that ofpassages 47 of retainingwall block 31, is made readily apparent in description below. -
FIG. 4A is a top view of a section ofdrain grid 61 ofFIG. 3A secured to adjacent and joined retaining wall blocks 31 according to an embodiment of the present invention.FIG. 4A illustrates a manner in which draingrid 61 is laid over and attached to upper surfaces above a row of three retaining wall blocks 31. In practice, there will typically be many more retaining wall blocks 31 arranged in their installed position than are shown inFIG. 4A , and only a portion ofdrain grid 61, generally equal in width to the combined width of the threeblocks 31, is shown for simplicity. The purpose ofFIG. 4A is to illustrate attachingdrain grid 61 to a plurality of retaining wall blocks 31. - In this example retaining wall blocks 31 have been placed in their proper position during construction of a retaining wall, and may be assumed to be securely resting upon a layer of retaining wall blocks below, acting as a foundation, or on another foundation surface.
Header portion 67 ofmesh 63 is positioned over the rearward portion of the row ofblocks 31, such that each of the output ends 66 ofdrain channels 65 are positioned nearpassages 47 ofblocks 31. Output ends 66 ofdrain channels 65 are then seated withinpassages 47 as far forward as they will fit, andmesh header portion 67 is then stretched overprotrusions 43, which extend slightly upward from the top surface ofblocks 31, and a single opening ofmesh 63 is then pulled over each ofprotrusions 43,protrusions 43 being slightly less in dimensions than each opening ofmesh 63, thereby securingmesh 63 byheader portion 67 to the row ofblocks 31, which also holds the output ends of eachdrain channel 65 ofdrain grid 61 into eachpassage 47 ofblocks 31. - Although it is not explicitly shown in
FIG. 4A , it can be assumed that retaining wall blocks 31 have been positioned and a layer of drain fill and back fill has also been applied behind the row ofblocks 31 and compacted such that the upper level of the drain and back fill material is generally flush with the upper surface ofblocks 31, in accordance with construction of a retaining wall utilizing known methods.Drain grid 61 is attached to the row of retaining wall blocks 31, as shown, and is then laid out over the drain and back fill materials behind blocks 31, such that a slight downward grade towardblocks 31 is incorporated along the length ofdrain grid 61, so thatdrain channels 65 follow a gentle slope downward towards retaining wall blocks 31. In such a manner, water draining intodrain channels 65 flows, urged by gravity, towardsblocks 31, and then entersblocks 31, into the internal drainage cavities 40 (not shown), as previously described, throughpassages 47 ofblocks 31.Header portion 67 ofmesh 63 is sufficiently flexible such that if a light curvature is desired in the retaining wall,individual blocks 31 may be slightly angled to accommodate such a curvature, without affecting the attachment ofheader portion 67 toprotrusions 43 ofblocks 31, and securing of output ends 66 ofdrain channels 65 intopassages 47 ofblocks 31. -
FIG. 4B is a section view ofdrain grid 61 and retaining wall blocks 31 ofFIG. 4A , taken along section line C-C. In this view, threeblocks 31 are arranged in their installed position, as inFIG. 4B .Drain grid 61 is layered directly atop the upper surfaces ofblocks 31, and attached at theheader portion 67 toblocks 31 as illustrated in the previous figure.Protrusions 43 can be seen protruding up from the upper surfaces ofblocks 31, and extending up throughmesh 63 ofdrain grid 61, as previously described.Drain channels 65 ofdrain grid 61 are now clearly shown seated intopassages 47, each of which open intodrain cavity 40.Recessions 48 are shown along the bottom of eachblock 31, positioned relative topassages 47 along the top ofblock 31. - A plurality of drain holes 32 are shown extending completely through
cap wall 54 ofblocks 31 and opening intodrain cavity 40, and a plurality of drain holes 46 are also shown extending completely throughbase 45, also with an opening intodrain cavity 40, as described previously. As described earlier, drainage water is allowed to drain intodrain cavity 40 from drain holes 32 extending throughcap wall 54, as well aspassages 47 from the output ends adrain channels 65, and then is allowed to drain out ofdrain cavity 40 down through drain holes 46 extending throughbase 45. In practice, if drain flow fromdrain channels 65 ofdrain grid 61, and that of drain holes 32 throughcap wall 54, momentarily exceeds the drainage capacity of drain holes 46, the volume ofdrain cavity 40 may provide reservoir volume for any required accumulation of drain water until the incoming drain flow recedes to a point equal to or less than the capacity of drain holes 46. - A bottom-row retaining wall block, used in conjunction with
blocks 31 anddrain grid 61 is illustrated inFIGS. 5A and 5B .FIG. 5A is a rear view of a bottom-row retainingwall block 41 according to an embodiment of the present invention.FIG. 5B is a bottom view of retainingwall block 41 ofFIG. 5A .Drain block 41 is a polymeric retaining wall block adapted for filling a cavity withinblock 41 with fill material, and has drainage capability integrated withinblock 41 allowing for drainage to enterblock 41 similarly to the drainage capability as illustrated forblock 31 previously described. Referring now toFIGS. 5A and 5B ,drain block 41 comprises aface wall 87, a pair ofside walls 90, abase 96, acap wall 85 and arear wall 94, which combine to form an enclosure, generally equal in outside dimensions and shape to those ofblock 31 ofFIG. 2A .Block 41 also has aninternal cavity wall 97, similar to that ofblock 31, situated betweenface wall 87 andrear wall 94, forming a pair of separate internal cavities inblock 41,cavity 99 being the larger of the two, for filling with fill material similar to fillcavity 39 ofblock 31, and asmaller cavity 86 located to their rear offill cavity 99, which accommodates drainage intoblock 41, also similarly to block 31. Water is enabled to drain intodrain cavity 86 through drain holes 92 extending completely throughcap wall 85, equivalent to drainholes 46 ofblock 31, andpassages 103, which are equivalent topassages 47 ofblock 31, also opening intodrain cavity 86. Also similar to block 31, as shown in their rear view ofFIG. 5A , a plurality of drain holes 101, equivalent to drainholes 53 ofrear wall 36 ofblock 31, allow additional drainage from the area behindrear wall 94 ofdrain block 41, throughrear wall 94 intodrain cavity 86. It is noted, however, thatbase 96 ofblock 41, differs frombase 45 ofblock 31, in that there are no protrusions extending from, or recessions extending intobase 96, as used inblock 31 for aligning and securing anupper block 31 to alower block 31, becauseblock 41 is designed to be the bottom-row block in practice of the present invention. Notably, block 41 also lacks drainage holes extending throughbase 96, such as drainage holes 46 ofblock 31, because there is intended to be no drainage fromdrain cavity 86 throughbase 96. -
Block 41 also has a pair ofprotrusions 83 for attaching aheader portion 67 of adrain grid 61, and a set of setback holes 89, equivalent to set back holes 35 ofblock 31, extending partially into the upper surface bothcap wall 85, for insertingprotrusions 49 of ablock 31, which is stacked atopblock 41 in practice of the invention, as detailed further below. - Bottom-row retaining
wall block 41 differs significantly from retainingwall block 31, in that adrainage base wall 105 is provided betweencap wall 85 andbase 96, and adrainage conduit 91 is provided belowbase wall 105 for channeling drainage water away fromblock 41.Drainage conduit 91 is positioned directly belowdrain cavity 86, and extends along the width ofblock 41 from the outer surface of oneside wall 90 to the outer surface of theopposite side wall 90. Drainconduit 91 has anintake opening 93 on one end, and anoutput nozzle 95 on the other end,intake opening 93 having an inside diameter slightly greater than the outside diameter ofoutput nozzle 95.Output nozzle 95 is adapted to fit neatly and snugly intointake opening 93. - Drain holes 97 are provided to allow drainage from
drain cavity 86 intodrain conduit 91, drain holes 97 passing completely throughdrain wall 105 intodrain conduit 91. Drainage water entersblock 41 through drain holes 92 ofcap wall 85,drain passages 103, and drainholes 101 of rear 94, in the same fashion that water entersblock 31 as previously described. However, instead of drainwater exiting block 41 throughbase 96, similarly to that ofblock 31, drain water exits draincavity 86 down through drainage holes 97, intodrain conduit 91, and then is channeled out ofblock 41 viadrain conduit 91. -
FIG. 6 is an elevation view of an assembly of retaining wall blocks 31 anddrain grid 61 ofFIG. 4A , and bottom-row retaining wall blocks 41 ofFIG. 5A , assembled according to an embodiment of the present invention. The upper row, comprising three retaining wall blocks 31, has adrain grid 61 layered on top of the surfaces ofblocks 31, and is attached by the headerportion utilizing protrusions 43, the output ends ofdrain channels 65 securely seating withinpassages 47, as previously described forblocks 31. Three drainage blocks 41 form the lowermost row. Between the upper row ofblocks 31 and the lower row ofblocks 41, is anotherdrain grid 61, which is attached to the upper surfaces ofblocks 41, utilizing the protrusions similarly to that for the upper row ofblocks 31. The output ends ofchannels 65 seat withindrain passages 103 ofblocks 41, also similarly as described forpassages 47 ofblocks 31, and drain intodrain cavities 86 within blocks 41. - A shown in the illustration, each
block 31 in the upper row is stacked upon adrainage block 41 in the lower row, the underside surface ofblocks 31 substantially flush and in contact with the upper surfaces ofblocks 41.Recesses 48 ofblocks 31 seat securely over the output ends ofdrain channels 65 which are also securely seated withinpassages 103 ofblocks 41.Blocks 31 are prevented from sliding back and forth or laterally byprotrusions 49 ofblocks 31 fitting snugly intorecessions 89 ofblocks 41, aided byextensions 83 ofblocks 41 for securingmesh 63 ofdrain grid 61, also fitting snugly intorecessions 51 ofblocks 31, extending up into the bottom surface ofblocks 31. - Drainage blocks 41 are the first and bottom row of blocks to be layered in construction of a drainage retaining wall in accordance with the present invention. A
first block 41 is first positioned to begin the row, and asecond block 41 is positioned next to thefirst block 41 such that the intake opening ofdrain conduit 91 of thesecond block 41 fits snugly over the output nozzle ofdrain conduit 91 of thefirst block 41. Thesecond block 41 is then urged toward thefirst block 41 until the end of thesecond block 41 meets that of the first block, and a continuous drain conduit is thereby formed betweendrain conduit 91 of the first block and drainconduit 91 of the second block. Athird block 41 is then positioned and urged against the other end of the second block, as in thesecond block 41 to thefirst block 41, thereby extending the retaining wall bottom layer, and also the drain conduit formed byconduits 91. The stepwise procedure is repeated forsubsequent blocks 41 until the entire first bottomlayer comprising blocks 41 is complete for the retaining wall being constructed. Once the first bottomrow comprising blocks 41 is completed as described above, thedrain grid 61 is attached by the header portion 67 (not shown) to the upper surface ofblocks 41 as described above withdrain channels 65 seating withinpassages 103 ofblocks 41. - A second
row comprising blocks 31 is then layered uponblocks 41, oneblock 31 at a time, utilizing the protrusions and extensions ofblocks upper block 31 to eachlower block 41.Recessions 48 ofblocks 31 in the upper row seat snugly overdrain channels 65, and the bottom surface of eachblock 31 comes into substantial contact with the upper surface of each of 41, and is prevented from sliding in any direction, by way of the protrusions of one block fitting into the recessions of another, anddrain grid 61 is securely anchored between the upper row ofblocks 31 and the lower bottom row ofblocks 41. - In the exemplary example shown in
FIG. 6 , water may drain intodrain cavities 40 ofblocks 31 from above through drain holes 32,drain channels 65 ofdrain grid 61, or through drain holes 53 of rear wall 36 (not shown). Water then drains fromcavity 40 ofblock 31 out through the bottom ofblocks 31 via drainage holes 46 ofblocks 31, through drainage holes 92 extending through the upper surface ofblocks 41, and intodrain cavities 86 ofblocks 41. Additional drainage may enterdrain cavity 86 ofblock 41 viadrain channels 65 ofdrain grid 61 secured betweenblocks blocks 41, as previously described. Water then drains fromcavities 86 ofblocks 41 down through drainage holes 97 at the bottom ofdrain cavity 86, and entersdrain conduits 91, which then channel the water away. -
FIG. 7A is an elevation view of retaining wall blocks 31 anddrain grids 61 ofFIG. 4A , and bottom-row drainage blocks 41 ofFIG. 5A , forming a section of retaining wall according to an embodiment of the present invention.FIG. 7A is an example of a drainage-capable retaining wall constructed utilizing drain blocks 31,drain grids 61 and bottom-row drain blocks 41 in embodiments of the invention described above. - Retaining
wall 71 as shown in the illustration comprises a first bottom row of drain blocks with an additional seven rows ofblocks 31 layered upon the bottom row ofdrain blocks 41 a-n. A section ofdrain grid 61 is layered upon the upper surface of the second row of retainingwall 71, which comprisesblocks 31, and is secured between the upper surface ofblocks 31 in the second row and the lower surface of the row ofblocks 31 directly above in the third row. Additional sections ofdrain grid 61 are layered and secured between the surfaces of blocks in row 4 and 5, and again between rows 6 and 7, all of which comprise blocks 31. It is noted that the relevance of the intervals at which draingrids 61 are layered is not particularly important in describing the present invention as illustrated inFIG. 7A . In practice of the present invention, more, fewer or no layers ofdrain grid 61 may be utilized, depending on the drainage and anchoring requirements behind retainingwall 71. It is also noted that retainingwall 71 is an example only. In practice of the present invention there may be many more stacks ofblocks blocks 31, than are shown in the illustration. - As is well-known in the art, it is generally desirable to construct a retaining wall wherein, where practical, the upper surface of the top row of blocks utilized in the retaining wall is horizontally level. Line D1 represents a level line along which the upper surface of the top row of
blocks 31 follows, in a preferred embodiment. It is also well-known that drain water which has drained to the bottom of the retaining wall from above, must be carried away from the retaining wall and be drained elsewhere, to avoid accumulation of drain water at the base of the retaining wall. A known preferable method for such disbursement is a gravity-fed flow of drainage water following a slight descending slope towards the drainage end of the retaining wall. - Such a gradual downward slope for carrying away is represented by line E, which begins at the bottom surface of the first
lower drain block 41 a, and follows a gradual downward slope alongsubsequent blocks lower drain block 41 a. - In order to accommodate a gradual descent of the flow of drainage water passing through
drain conduits 91 ofblocks 41, blocks 41 are manufactured having slightly varying heights differing in small increments. In one example, if one wishes to build a retaining wall according to present invention, that is approximately 40 feet long, a total of 32blocks 41 would be required in the first bottom row of the retaining wall. By knowing the standard rate of slope for a given number of feet of retaining wall for effectively dispersing drainage water, for example, a user may be able to provide the proposed length of the wall to the manufacturer ofblocks 41, and the manufacturer may calculate the exact required size for each of the number ofblocks 41 required for the project, beginning with a starting height ofblock 41 a, as shown inFIG. 7A , for example, and incrementing the height of subsequent blocks 41 (41 b, c, d and so on) such that thelast block 41 in the row of 32 blocks is of the proper height such that, when all of the rows ofblocks 31 are completed, the upper surface of the top row ofblocks 31 is level, as represented by line D1. - Since all of the
drainage conduits 91 in the bottom row of retainingblocks 41 must align with each other, in a preferred embodiment of the invention the small increments in height between oneblock 41 and another are increased above the level ofdrain conduit 91. For example the small increment in overall height may be incorporated into theupper cap wall 85 ofblock 41, resulting in acap wall 85 having a slightly larger mean thickness than that of anotherblock 41, or the additional increment in overall height may be achieved by adding height to the rear, side and face walls ofblock 41. It is noted that the method for incrementally increasing the height between oneblock 41 and another is not particularly important in describing the present invention, as long as eachdrain conduit 91 of eachblock 41, regardless of the differing overall heights ofblocks 41, are elevated at the same distance from the bottom surface of eachblock 41, and all ofdrain conduits 91 are at the same level when all of the retaining blocks 41 are positioned side-by-side in forming the first bottom row of the retaining wall. - As shown in
FIG. 7A , retainingwall 71 incorporates such a gradual downward slope in the bottom row of drain blocks 41, while all of therows comprising blocks 31 are level with line D1. Drainage water may drain down from the top row ofblocks 31 in the example shown, and drain down through subsequent rows ofblocks 31, throughdrain cavities 40 and drainage passages in the top and bottom surfaces ofblocks 31, as previously described, until reaching the lower row of drain blocks 41, at which point the drain water entersdrain cavities 86 ofblocks 41 through the drain holes in the upper surface ofblocks 41. The water then drains fromcavities 86 down through drainage holes intodrain conduits 91, which carry the drain water away from retainingwall 71 along slope line E. -
FIG. 7B is a side elevation view of retainingwall 71 withdrain grids 61 ofFIG. 7A , retaining drain fill and back fill material and undisturbed soil according to an embodiment of the present invention. In thisview retaining wall 71 is shown at a slight setback angle, as is commonly used for retaining walls over a certain height, or for retaining soil with certain conditions and so on, as described previously. A field ofdrain fill material 107, the field depth of which is represented by dimension C, extends directly behind retainingwall 71, and a field of free-drainingback fill material 109, the field depth represented by dimension D, are utilized for drainage in the example illustrated, similar to those of retainingwall 14 of the prior art example ofFIG. 1 . However, in this example, by virtue of the substantial additional drainage capacity incorporated intoblocks wall 71, drain fill field depth C, and free-draining back fill field depth D are substantially shallower than drain field A and back fill field B ofFIG. 1 . A substantially smaller amount of drain fill 107 and back fill 109 is therefore required in construction of the retaining wall of the present invention, and, thus, a smaller excavation field is required prior to construction of the wall. It is noted that a drain pipe or “tile”, as it is known, as shown inFIG. 1 for carrying away drainage water which accumulates through seepage towards the bottom and behind retainingwall 14, is also not required in a construction wall according to the present invention because the function of draining the lower drain flow and carrying the water away from the bottom of the retaining wall has been incorporated intodrain conduits 91 ofblocks 41 of the lower row. -
Drain grids 61 are shown extending from in-between rows ofblocks 31, and are attached toblocks 31 utilizing the mesh header portions 67 (not shown) ofdrain grids 61, as previously described with reference toFIG. 4A .Drain grid 61 extends behind retainingwall 71, at a slight upward angle, through the fields of drain fill 107 and back fill 109, generally extending entirely through the fields, and are securely anchored within the drain fill material by the weight of the compacted drain material itself, as well as the downward pressure fromundisturbed soil 111 above. Retainingwall 71 is thereby securely anchored to the compacted fill material and soil behind retainingwall 71. - In the conventional system described with reference to
FIG. 1 , water drains through the undisturbed soil, and down through the drain fill and back fill material, passing unimpeded through the conventional geogridmesh anchoring material 17, and finally down towards the bottom of the retaining wall towards a drain pipe system which carries the water away. In prior art, however, the water drain flow may exceed the drainage capacity of the drain and back fill materials, and the ability of a drain tile to carry the water away. In such an instance, particularly if the surrounding soil is previously saturated, the draining water will begin to accumulate in the fill material towards the bottom of retaining wall, and if the heavy drainage flows continue for a period of time at a rate exceeding the drainage capacity of the system, the water level will increase behind the retaining wall as the drain fill and back fill fields continue to fill with drainage overflow, because the upwardly accumulating water overflow exceeding the drainage capacity of the system, has nowhere else to accumulate but upward, because the water is prevented from passing through the rear surface created by the retaining wall, due to the water resistant or waterproof nature of the construction of the wall and conventional individual blocks utilized, and the undisturbed soil behind the drain fill and back fill fields may be saturated and unable to absorb additional drainage water. Accumulating drain water and an undue surcharge on the back of the retaining wall, and flooding or possible collapse of the system is the possible result in such an occurrence. - In the present invention, however, such accumulation of water drain flow behind the retaining wall is avoided because of the substantial additional drainage capability incorporated into the new and novel retaining wall building blocks as detailed above, and also the additional drainage capacity of
drain grids 61, which reduces the amount of drainage water that would otherwise seep down through the drain fill and back fill fields through conventional geogrid material, to the bottom of the retaining wall. - Referring now again to
FIG. 7B ,drain grids 61, extending back into the fields of drain fill 107 and 109, capture a substantial amount of the drainage flowing down through the fields, and because of the slight angle incorporated into the placement ofdrain grids 61, sloping down towards the back of retainingwall 71, the drainage water captured bydrain channels 65 ofdrain grid 61 is channeled away from the back fill and drainage fill fields towards the rear walls ofindividual blocks 31, wherein the water passes fromdrain channels 65 intodrain cavities 40 ofblocks 31 through the drain channel passages, as described previously, and is then drained down through thedrain cavities 40 ofsuccessive blocks 31, until reaching the lower drain blocks 41, wherein the drainage water is carried away bydrain conduits 91 of drain blocks 41. If a substantial and sustained rainfall occurs, such as described above, and the water drain flow temporarily exceeds the drainage capacity of the undisturbed soil and supplemental draining provided bydrain fill 107 and back fill 109, any water that may begin to accumulate at the bottom of retainingwall 71 will drain into the perforated rear walls ofblocks wall 71, in such an instance, it is therefore largely prevented due to the increased drainage capability incorporated into the individual retaining wall blocks. - It will be apparent to one skilled in the art that many variations of the embodiments described above may be incorporated into the retaining wall blocks and drainage system described above, without departing from the scope and spirit of invention. For example, drain-capable retaining wall blocks 31 and 41 may be of a variety of different sizes, shapes and styles, and the internal fill cavities, drain cavities, and water passages for draining water into and out of the drain cavities may vary significantly in form from embodiments described herein, while retaining the unique drainage functionality incorporated. Furthermore,
drain grid 61 may utilize a variety of different types and shapes of drain channels for channeling drain water from the drain fill and back fill fields. For example the drain channels incorporated into the drain grid mesh may be collapsible such that the drain grid with drain channels may be compactably stored and transported, and an upon unrolling and stretching out the drain grid, for example, the drain channels will expand enabling the water channeling functionality of the system. - Therefore, the present invention described above in terms of the preferred embodiments is defined only by the claims that follow, and not limited by the particular embodiments herein described in detail.
Claims (18)
1. A retaining-wall block comprising:
a set of liquid impervious walls defining a completely bounded cavity having a sealable opening for filling the cavity with a fill material to add weight; and
a seal element for sealing the sealable opening.
2. The block of claim 1 formed of polymer material by injection molding.
3. The block of claim 2 having a curved front simulating a stone material or concrete.
4. The block of claim 1 having engagement elements for engaging adjacent blocks in an assembly to limit movement between the adjacent blocks.
5. The retaining-wall block of claim 1 wherein the completely bounded cavity is a first cavity, and further comprising a second cavity adjacent the first cavity, separated from the first cavity by at least one of the liquid-impervious walls, the second cavity having through-openings to the outside of the block for accepting drainage liquids, and for passing said liquids out of said second cavity.
6. The block of claim 5 formed of polymer material by injection molding.
7. The block of claim 5 wherein the through-openings include openings on an upper surface to accept liquid from a second block above in an assembly of blocks, openings in a rearward-facing surface to accept liquid from a drain field, and openings in a lower surface for passing liquids to a third block below in an assembly of blocks.
8. The block of claim 5 further comprising an engagement interface for engaging a drain grid comprising both a mesh material and conduits for liquid, wherein individual ones of the through-openings are positioned to engage individual ones of the conduits.
9. The block of claim 5 wherein the through-openings include openings on an upper surface to accept liquid from a second block above in an assembly of blocks, openings in a rearward-facing surface to accept liquid from a drain field, at least one opening in a first side to accept liquid from an adjacent block in the assembly of blocks, and at least one opening in a second side opposite the first side to pass collected liquid to an adjacent block in the assembly.
10. A retaining wall assembly of blocks, comprising a plurality of individual hollow blocks, individual ones of said blocks comprising a set of liquid impervious walls defining a completely bounded cavity except for a fill opening and filled with a fill material to add weight.
11. The assembly of claim 10 wherein individual ones of the blocks in the assembly are formed of polymer material by injection molding.
12. The assembly of claim 10 wherein individual blocks have engagement elements used for engaging adjacent blocks in the assembly to limit movement between the adjacent blocks.
13. The assembly of claim 10 wherein, in individual ones of the blocks, the completely bounded cavity is a first cavity, and there is further a second cavity adjacent the first cavity, separated from the first cavity by at least one of the liquid-impervious walls, the second cavity having through-openings to the outside of the block for accepting drainage liquids, and for passing said liquids out of said second cavity.
14. The assembly of claim 13 wherein individual ones of the blocks are formed of polymer material by injection molding.
15. The assembly of claim 13 wherein, in individual blocks, the through-openings include openings on an upper surface to accept liquid from a second block above in an assembly of blocks, openings in a rearward-facing surface to accept liquid from a drain field, and openings in a lower surface for passing liquids to a third block below in an assembly of blocks.
16. The assembly of claim 13 wherein, on individual ones of the blocks, there is an engagement interface for engaging a drain grid comprising both a mesh material and conduits for liquid, wherein individual ones of the through-openings are positioned to engage individual ones of the conduits.
17. The assembly of claim 13 wherein, in individual ones of the blocks, the through-openings include openings on an upper surface to accept liquid from a second block above in the assembly of blocks, openings in a rearward-facing surface to accept liquid from a drain field, at least one opening in a first side to accept liquid from an adjacent block in the assembly of blocks, and at least one opening in a second side opposite the first side to pass collected liquid to an adjacent block in the assembly.
18. A drain grid for a retaining wall comprising:
a mesh material; and
conduits for liquid, the conduits integrated with the mesh material;
characterized in that the conduits have openings for receiving liquid from surrounding volume.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US11/089,720 US20050163576A1 (en) | 2002-11-18 | 2005-03-25 | Retaining wall block and drainage system |
US11/404,401 US20060188344A1 (en) | 2002-11-18 | 2006-04-14 | Retaining wall block and drainage system |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US10/300,222 US6663323B1 (en) | 2002-11-18 | 2002-11-18 | Retaining wall block and drainage system |
US10/737,506 US6872032B2 (en) | 2002-11-18 | 2003-12-15 | Retaining wall block and drainage system |
US11/089,720 US20050163576A1 (en) | 2002-11-18 | 2005-03-25 | Retaining wall block and drainage system |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/737,506 Continuation US6872032B2 (en) | 2002-11-18 | 2003-12-15 | Retaining wall block and drainage system |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US11/404,401 Continuation US20060188344A1 (en) | 2002-11-18 | 2006-04-14 | Retaining wall block and drainage system |
Publications (1)
Publication Number | Publication Date |
---|---|
US20050163576A1 true US20050163576A1 (en) | 2005-07-28 |
Family
ID=29711793
Family Applications (4)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/300,222 Expired - Fee Related US6663323B1 (en) | 2002-11-18 | 2002-11-18 | Retaining wall block and drainage system |
US10/737,506 Expired - Fee Related US6872032B2 (en) | 2002-11-18 | 2003-12-15 | Retaining wall block and drainage system |
US11/089,720 Abandoned US20050163576A1 (en) | 2002-11-18 | 2005-03-25 | Retaining wall block and drainage system |
US11/404,401 Abandoned US20060188344A1 (en) | 2002-11-18 | 2006-04-14 | Retaining wall block and drainage system |
Family Applications Before (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/300,222 Expired - Fee Related US6663323B1 (en) | 2002-11-18 | 2002-11-18 | Retaining wall block and drainage system |
US10/737,506 Expired - Fee Related US6872032B2 (en) | 2002-11-18 | 2003-12-15 | Retaining wall block and drainage system |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US11/404,401 Abandoned US20060188344A1 (en) | 2002-11-18 | 2006-04-14 | Retaining wall block and drainage system |
Country Status (1)
Country | Link |
---|---|
US (4) | US6663323B1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20060188344A1 (en) * | 2002-11-18 | 2006-08-24 | Boys Mark A | Retaining wall block and drainage system |
US20070154265A1 (en) * | 2006-01-04 | 2007-07-05 | Deborah A. Stauffacher | Riparian flood wall structure |
CN107780436A (en) * | 2017-09-26 | 2018-03-09 | 湖南大学 | Geogrid Reinforced Earth Retaining Wall and construction method based on architecture sediment |
Families Citing this family (26)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20050102950A1 (en) * | 2000-12-13 | 2005-05-19 | Knudson Edward A. | Environment resistant retaining wall block and methods of use thereof |
US20050129468A1 (en) * | 2000-12-13 | 2005-06-16 | Knudson Edward A. | Environment resistant retaining wall block and methods of use thereof |
US6695544B2 (en) * | 2001-11-02 | 2004-02-24 | New Technology Resources, Inc. | Environment resistant retaining wall planter block and methods of use thereof |
WO2004071159A2 (en) * | 2003-02-10 | 2004-08-26 | Edward Mccoy | System and method for draining soil profiles |
AU2005243178B2 (en) * | 2004-05-11 | 2009-02-19 | New Technology Resources, Inc. | Continuous chamber environment resistant retaining wall block and methods of use thereof |
US7854573B2 (en) * | 2005-05-11 | 2010-12-21 | New Technology Resources, Inc. | Landscaping products including continuous chamber mass confinement cells and methods of use thereof |
US7147406B2 (en) * | 2004-05-28 | 2006-12-12 | Clack Thomas G | Wall structure for retaining soils |
US7344340B2 (en) * | 2005-02-28 | 2008-03-18 | Ames Rubber Corporation | Method and assembly for maintaining structural stability and configuration of golf course sand bunker borders |
AU2006279890A1 (en) * | 2005-08-10 | 2007-02-22 | New Technology Resources, Inc. | Continuous chamber mass confinement cells and methods of use thereof |
US8177457B2 (en) * | 2005-11-22 | 2012-05-15 | Boudreaux Jr James C | Pipeline protection and levee module system |
US7651298B2 (en) * | 2005-11-22 | 2010-01-26 | Boudreaux Jr James C | Flood levee and barrier module and system |
KR100873184B1 (en) * | 2007-05-31 | 2008-12-10 | 강수용 | Connection structures of plate-type vertical drain and circle-type horizontal drainpipe and the method of constructing for horizontal drain layer for treating weak ground using them |
US7708495B1 (en) | 2007-11-20 | 2010-05-04 | Chris Antee | Levee system |
CA2733690A1 (en) * | 2008-08-15 | 2010-02-18 | Smart Slope, Llc | Retaining wall system |
US8523495B2 (en) | 2009-06-01 | 2013-09-03 | Franklin R. Lacy | Bulkhead anchoring system for waterways |
US8316610B2 (en) * | 2009-06-09 | 2012-11-27 | Adams Wendell B | Bulk liquid and material delivery device and construction block |
US8362794B2 (en) * | 2009-07-23 | 2013-01-29 | International Business Machines Corporation | Method and system for assessing reliability of integrated circuit |
GB2501942A (en) * | 2012-05-11 | 2013-11-13 | Christopher Martin | Segmental retaining wall block with cavity |
US8448403B1 (en) | 2012-07-09 | 2013-05-28 | David Wallace | Water catchment building block |
US9145249B2 (en) | 2013-06-11 | 2015-09-29 | Wendell B. Adams | Bulk liquid/material construction block utility kit |
US9725871B2 (en) * | 2014-01-13 | 2017-08-08 | Marcus Parsons | Retaining wall kit having interconnecting units |
US9267278B1 (en) * | 2014-08-21 | 2016-02-23 | James Gibson | Modular landscaping and waterproofing system |
USD785208S1 (en) | 2016-02-11 | 2017-04-25 | Pacific Prebenched Ltd. | Block for a retaining wall |
US9856622B2 (en) | 2016-03-30 | 2018-01-02 | Robert Gordon McIntosh | Retaining wall system, method of supporting same, and kit for use in constructing same |
US10602675B2 (en) * | 2017-05-09 | 2020-03-31 | Longtan Yang | Planting device and manufacturing method thereof |
CA183952S (en) | 2018-10-05 | 2019-08-12 | Rocky Mountain Stone Works Ltd | Block for a retaining wall |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6571529B2 (en) * | 2000-12-13 | 2003-06-03 | New Technology Resources, Inc. | Environment resistant retaining wall block and methods of use thereof |
US6872032B2 (en) * | 2002-11-18 | 2005-03-29 | Soundstarts, Inc. | Retaining wall block and drainage system |
Family Cites Families (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3965686A (en) * | 1974-03-04 | 1976-06-29 | Ohbayashi-Gumi, Ltd. | Drain sheet material |
US4881846A (en) * | 1988-03-28 | 1989-11-21 | Herman F. Burkstaller | Built-up playing court structure and method for its construction |
JPH0523844U (en) * | 1991-06-26 | 1993-03-30 | 緑営建設株式会社 | Hot water circulation device for heating the golf course green |
US5466092A (en) * | 1993-10-25 | 1995-11-14 | Semenza; Christopher G. | Form-drain filter |
US5567077A (en) * | 1994-02-17 | 1996-10-22 | Yang; Jesse S. | Drainage network |
US5752784A (en) * | 1995-02-17 | 1998-05-19 | The Motz Group | Low profile drainage network for athletic field drainage system |
US5658098A (en) | 1995-07-26 | 1997-08-19 | Hercules Manufacturing, Inc. | Polymeric retaining wall building block |
US5634741A (en) * | 1995-09-27 | 1997-06-03 | Tremblay; Richard L. | Form-drain filter clamp |
US5938372A (en) * | 1997-03-05 | 1999-08-17 | Lichfield; William H. | Subsurface irrigation apparatus and method |
DE19820951A1 (en) * | 1998-05-11 | 1999-11-18 | Huesker Synthetic Gmbh & Co | Compound material for prevention of ground erosion |
US6312190B1 (en) * | 1999-04-20 | 2001-11-06 | R. Robert Goughnour | Method and apparatus for enhancement of prefabricated composite vertical drains |
US6371700B1 (en) * | 1999-09-29 | 2002-04-16 | Reading Rock, Incorporated | Retaining wall system |
GB9929249D0 (en) * | 1999-12-11 | 2000-02-02 | Linear Composites Limited | Combined soil reinforcement and drainage grid |
US6234721B1 (en) * | 1999-12-17 | 2001-05-22 | Earth Solutions, Inc. | Erosion prevention block |
US6453625B1 (en) * | 2001-07-06 | 2002-09-24 | Jeffrey M. Corbett | Insulated building block |
US6691472B2 (en) * | 2002-02-15 | 2004-02-17 | Theodore G. Hubert | Foundation wall protector |
-
2002
- 2002-11-18 US US10/300,222 patent/US6663323B1/en not_active Expired - Fee Related
-
2003
- 2003-12-15 US US10/737,506 patent/US6872032B2/en not_active Expired - Fee Related
-
2005
- 2005-03-25 US US11/089,720 patent/US20050163576A1/en not_active Abandoned
-
2006
- 2006-04-14 US US11/404,401 patent/US20060188344A1/en not_active Abandoned
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6571529B2 (en) * | 2000-12-13 | 2003-06-03 | New Technology Resources, Inc. | Environment resistant retaining wall block and methods of use thereof |
US6872032B2 (en) * | 2002-11-18 | 2005-03-29 | Soundstarts, Inc. | Retaining wall block and drainage system |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20060188344A1 (en) * | 2002-11-18 | 2006-08-24 | Boys Mark A | Retaining wall block and drainage system |
US20070154265A1 (en) * | 2006-01-04 | 2007-07-05 | Deborah A. Stauffacher | Riparian flood wall structure |
US8382398B2 (en) * | 2006-01-04 | 2013-02-26 | Deborah A. Stauffacher | Riparian flood wall structure |
CN107780436A (en) * | 2017-09-26 | 2018-03-09 | 湖南大学 | Geogrid Reinforced Earth Retaining Wall and construction method based on architecture sediment |
Also Published As
Publication number | Publication date |
---|---|
US6872032B2 (en) | 2005-03-29 |
US6663323B1 (en) | 2003-12-16 |
US20060188344A1 (en) | 2006-08-24 |
US20040131430A1 (en) | 2004-07-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US6663323B1 (en) | Retaining wall block and drainage system | |
CA2012070C (en) | System for draining land areas through siphoning from a permeable catch basin | |
US5484234A (en) | Building module for plantable walls with a bulk filling material | |
WO2006001139A1 (en) | Underground water storage tank | |
US5624204A (en) | Water-retention reservoir structure | |
KR101301915B1 (en) | Method for reinforcing slope using gabion | |
KR101221944B1 (en) | Gabion | |
KR101678127B1 (en) | Block for engineering works | |
KR101835881B1 (en) | Water permeable sidewalk-block | |
US6371700B1 (en) | Retaining wall system | |
JP4472501B2 (en) | Rainwater storage unit, greening facility and underground water storage facility using the rainwater storage unit | |
KR101388870B1 (en) | Rainwater storaging facility and method for building the facility | |
JP2000309958A (en) | Underground water storage tank and its formation | |
KR101510612B1 (en) | Fixtures of block for reinforcement | |
KR200442424Y1 (en) | The block for a breast wall with grass growing structure | |
JP2005023589A (en) | Rainwater storing and/or permeating facility | |
CN210737589U (en) | Gravity type retaining wall and wall unit thereof | |
KR20110042410A (en) | Plant block, plant block fixing anchor, retaning wall structure and method thereof | |
JP2007077771A (en) | Seeding and planting retaining wall block | |
KR20060082370A (en) | Slope Reinforcement Block for Landscaping | |
KR101790939B1 (en) | Retaining Wall Blocks with Reservoir | |
JP2005002620A (en) | Underground reservoir and/or infiltration tank | |
KR101417672B1 (en) | Structure to plant on wall face | |
JPH1129930A (en) | Reinforced filling method | |
JP2851816B2 (en) | Slope stable structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |