|Publication number||US5350256 A|
|Application number||US 07/798,120|
|Publication date||27 Sep 1994|
|Filing date||26 Nov 1991|
|Priority date||26 Nov 1991|
|Also published as||CA2082666A1, CA2082666C, US5688078|
|Publication number||07798120, 798120, US 5350256 A, US 5350256A, US-A-5350256, US5350256 A, US5350256A|
|Original Assignee||Westblock Products, Inc.|
|Export Citation||BiBTeX, EndNote, RefMan|
|Patent Citations (35), Non-Patent Citations (6), Referenced by (65), Classifications (15), Legal Events (5)|
|External Links: USPTO, USPTO Assignment, Espacenet|
This invention relates to construction blocks and structures made therefrom, and more particularly to retaining wall blocks and retaining walls for retaining slopes of earth.
Conventional retaining walls are used to secure earth embankments against sliding and slumping. Retaining walls are made of various materials such as concrete, solid masonry, wood ties, bricks and blocks of stone and concrete. Typically, blocks are placed in rows overlaying on top of each other to form a wall. An example of such a system is shown in U.S. Pat. No. 4,914,876 to Forsberg, which shows each block having a decorative exterior face so that the wall presents an attractive appearance. For taller walls, a horizontal tie-back sheet must be located between lower layers of blocks, anchored to pins in the blocks, and extended rearwardly into an excavated area to be backfilled for retaining the lower portions of the wall against the outward force of the earth being retained. Because excavation is costly, and the tie-back sheet must extend rearward at least 2/3 of the wall height, this type of wall often is not cost effective. Also, where a single thickness of blocks must retain the earth, each block must be of appreciable size and weight, making handling for installation difficult. In addition, because different face textures are required for different applications, a variety of entirely different blocks must be fabricated and stocked.
To avoid the disadvantages of the heavy unitary blocks of Forsberg and the cost of the tie-back sheet, which requires substantial earthmoving and careful filling and grading of one layer at a time, walls systems having interlocking subcomponents have been employed.
Such a system is shown in U.S. Pat. No. 4,896,999 to Ruckstuhl. In this system, a frontal or face block is attached at its rear surface with a single connecting or anchoring block, or with blocks that may extend in lateral layers deep into the slope to anchor the wall. In such an arrangement, each layer that extends laterally into the slope is a substantially solid layer formed of blocks that do not easily slide apart. To provide adequate anchoring, such anchoring layers are spaced apart, with slope material backfilled between the layers. Each layer of backfill material must be carefully graded so that the anchoring layer installed on top of the backfill is substantially even, preventing vertical misalignments that may weaken or disengage the blocks.
Another concrete block wall system also using mechanical connections is shown in U.S. Pat. No. 4,884,378 to Scheiwiller. This system is used for freestanding walls and vertical retaining walls. No anchoring layers are provided because reinforced vertical beams are cast as part of the structure, with external blocks attached to the structure by dovetail joints. In Scheiwiller, the face blocks are attached to vertical columns. Therefore, sloped and sinuous wall structures may not be formed because such structures require that each succeeding layer be laterally offset in places relative to the layer on which it rests.
A further disadvantage of concrete block systems having mechanically attached blocks is that the individual blocks are weakened by the dovetail joints used, and may easily break. This is particularly a problem in blocks having a dovetail groove or slot that reduces the thickness of a planar block, such as shown in Scheiwiller.
The primary objects of the invention are to provide:
1. A retaining wall system employing units of a size that may easily be manipulated during construction.
2. A system as aforesaid in which the block units are securely anchored in a slope without requiring substantial excavation of the slope for installation.
3. A system as aforesaid in which the blocks are aligned to provide accurate vertical positioning.
4. The system as aforesaid in which a substantial portion of blocks are standard elements that may be used regardless of the desired appearance of the wall surface.
5. The system as aforesaid in which the textured surface elements may be removed and replaced.
6. The system as aforesaid in which the blocks are configured to resist breakage at their interconnections.
According to the present invention, the primary objects are achieved by providing a retaining wall system having interlocked blocks connected by dovetail joints of compatible male and female genders to define a backfill chamber for filling with material to anchor the blocks in a slope. The blocks are generally thin and planar and connected to form I-shaped subassemblies.
Each subassembly includes a textured face block oriented parallel to the face of the slope, a trunk block extending perpendicularly from the rear of the face block into the slope, and a tail block connected to the trunk block and generally parallel to the face block. Additional trunk and tail blocks may be included in a subassembly to extend deeper into the slope for added anchoring strength. Adjacent subassemblies define backfill chambers between the trunk blocks, with the face and tail blocks forming the front and rear walls of the backfill chambers.
Each dovetail joint connecting two blocks extends only partially across the largest, or primary face of each block so that the blocks have a stop to ensure accurate vertical alignment. The joint does not fully span the primary face. Additionally, this provides strength to the blocks having female dovetail grooves by providing an uninterrupted portion of the slotted surface to resist breakage.
The foregoing and additional features and advantages of the present invention will be more readily apparent from the following detailed description which proceeds with reference to the accompanying drawings.
FIG. 1 is a perspective view of a retaining wall according to the present invention.
FIG. 2 is a top view of a subassembly of the embodiment of FIG. 1.
FIG. 3 is a perspective view of a face block of the embodiment of FIG. 1.
FIG. 4 is a perspective view of a trunk block of the embodiment of FIG. 1.
FIG. 5 is a perspective view of a tail block of the embodiment of FIG. 1.
FIG. 1 shows a retaining wall 10 for retaining a sloped bank 12 against sliding and slumping. The wall 10 is formed of several vertically stacked courses or layers 14. Each layer 14 is generally horizontal and extends in a rearward direction 18 into the bank 12.
Each layer is formed of a row of side-by-side I-shaped subassemblies 20. Each subassembly typically includes at least three interlocked, vertically oriented planar blocks. As shown in FIG. 2, a veneer or face block 24 has a textured face surface 26 facing a forward direction 28 opposite the rearward direction, the forward direction being generally downslope. A trunk block 32 is attached to the rear of the face block 24 at a vertical medial junction thereon. The trunk block extends perpendicularly from the face block 24 in the rearward direction 18. A tail block 36 is attached to the rearward end of the trunk block 32 so that it is parallel to the face block 24, with the trunk block being attached to the tail block at a vertical medial junction.
For additional anchoring stability, particularly in the lower layers 14 of walls having several layers, the subassemblies 20 may be elongated in the rearward direction 18 by attaching one or more extension subassemblies 40. The lowest layer will extend into the slope a distance approximately equal to one-third of the final wall height. The extension subassembly 40 includes a tail block 36 attached perpendicularly to a trunk block 32 in a T-shaped arrangement as in a standard subassembly 20. In each extension subassembly 40, the trunk block 32 attaches to and extends perpendicularly from the center of the tail block 36 of the standard subassembly 20.
In the retaining wall 10 shown in FIG. 1, the subassemblies 20 are placed side by side so that their trunk blocks 32 are generally parallel and the face blocks 24 are positioned end-to-end in a continuous line. Thus, a pair of adjacent subassemblies defines a generally rectangular chamber 44 suitable for filling with backfill material 46 to provide stability and drainage. Each chamber 44 is defined at its sides by the trunk blocks of the respective subassemblies and at its front and rear by the face blocks and tail blocks of the respective subassemblies.
As further shown in FIG. 1, the successive layers 14 are staggered and may be set back by a small distance to create a slightly sloping wall face. Nonetheless, each face block 24 rests on the face blocks of the layer below and each tail block 36 rests on the tail blocks of the layer below, with each trunk block 32 being suspended above the chamber 44 below. The face blocks 24 are wider than the tail blocks 36 so that convex curved walls may be formed by bringing together adjacent tail blocks 36 closer than a parallel spacing would ordinarily dictate. To form a concave wall, the tail blocks are spaced apart wider than ordinarily dictated but are not spaced apart so far that each tail block 36 does not rest on the ends of the spaced apart tail blocks of the layer below. If a more sharply concave wall is desired, separate tail blocks may be added to support any unsupported members.
As shown in FIG. 2, the face block 24, trunk block 32 and tail block 36 are assembled to provide an interconnected I-shaped subassembly 20. In the interconnected state, the components of the subassembly may not be disconnected or separated in any lateral direction without breakage. The blocks are not merely held in place by frictional forces and the presence of adjacent unconnected blocks. Each block is securely mechanically engaged to at least one other adjacent block.
The blocks are interconnected by dovetail joints so that they may be separated only by vertically sliding one block with respect to the attached block. A dovetail joint may be formed in any of a wide variety of geometries as long as the blocks are connected against lateral separation. Dovetail joints generally have a male key or tongue 50 that mates with a female slot or groove 52. Typically, the tongue is wider at some position toward its free end than at another position closer to its root. The female groove 52 is configured to closely conform to the male shape. In the preferred embodiment, the face block 24 and tail block 36 define the vertical grooves 52, which are generally trapezoidal, with the face being wider than the aperture at the surface of each block. Compatible male tongues 50 are integrally formed on the ends of the trunk block 32, with the free end being wider than the root.
FIG. 3 shows the face block 24 with the groove 52 only partially bisecting the block. The groove does not entirely pass through the block, but terminates at a sloped end surface 56 that faces generally upward and rearwardly of the block. Thus, the lower portion of the block is solid and unbroken by the groove, thereby increasing the strength of the block and decreasing the risk of breakage at the groove 52.
The face block 24 further includes alignment channels 58 defining oblong bores passing vertically through the entire block. Each alignment channel includes a rear pocket 60 in parallel communication with the alignment channel 58 and extending to a limited depth. An alignment pin (not shown) may be inserted in the channel 58 in the forward oblong portion or in the rear pocket 60 to upwardly protrude and engage the alignment channels 58 of a face block 24 in the overlaying layer of blocks. The alignment pin resides in the front portion of the alignment channel 58 if zero setback is desired, and within the rear pocket 60 to achieve a stepped setback. The alignment holes are generally centered on points 1/4 and 3/4 of the distance along the length of the face block 24. In alternative embodiments, the alignment channels 58 may be used to retain vertical reinforcing bars passing vertically through several layers of the wall. In addition, the alignment channels 58 are elongated to provide lateral accommodation for block offset in curved walls with setback.
FIG. 4 shows the trunk block 32 with a male tongue at each end of the block. Each tongue has a sloped lower end 64 corresponding to the end surface 56 of the female groove 52. The tongue 50 does not extend the length of the block, but stops at the sloped end to permit the trunk block 32 and face block 24 to be interconnected to provide flush top and bottom surfaces.
FIG. 5 shows the tail block 36 with a male tongue 50 formed on each end to provide optional lateral attachment to the blocks, and with a female groove 52 centrally defined on each face according to the configuration of the face block 24. The grooves 52 are oriented back-to-back and spaced apart by a solid web 66 of block material to provide adequate strength.
The tongues 50 and grooves 52 are all similarly tapered along their vertical lengths so that each dovetail joint is secured against excess motion and slippage by the tongue 50 being wedged into the groove. In a maximum material condition, the trunk block 32 may ride slightly above a flush alignment with the adjoining blocks: in a minimum material condition, the end surface 56 of the groove 52 and the sloped end 64 of the tongue 50, which are ordinarily spaced apart in nominal conditions, will abut to prevent the trunk block from being excessively below an aligned level.
In the preferred embodiment, the face block 24 has a height of 7 5/8 inches, a width of 17 3/4 inches and a thickness varying between 4 5/16 and 5 13/16 inches. The dovetail groove 52 has a depth of 1 1/16 inches, a width of 2 3/32 inches at its widest point and 1 9/16 inches at its narrowest point, with the wedge taper enlarging these dimensions by 1/4 inch at the top surface of the block. The male tongues 50 are similarly dimensioned.
The trunk block is 24 inches long overall, 3 5/8 inches wide and the same height as the face block. Each tongue runs 6 5/8 inches from the top of the block at the root of the tongue, with this dimension being reduced by 3/8 inch at the free end of each tongue due to the angle of the sloped end 64. The overall length may be shorter or longer, and may extend up to four feet or more to provide added depth anchoring in the slope. In addition, the tail block may be inverted and substituted to provide an alternate length trunk block.
The tail block 36 is configured similarly to the trunk block, but with a length of 11 5/8 inches overall and with the back-to-back dovetail grooves formed therein as illustrated. As in the face block 24, additional grooves may be added at the one-quarter and three-quarter points along the face of the block to provide for alternate construction arrangements. For instance, trunk blocks extending from proximate quarter points of adjacent face blocks may connect to a common tail block having joints at the quarter points to provide a laterally connected structure.
Having illustrated and described the principles of my invention by what is presently a preferred embodiment, it should be apparent to those skilled in the art that the illustrated embodiment may be modified without departing from such principles. For instance, although the invention is preferably constructed using concrete blocks, other materials may be substituted. Also, the blocks may be assembled as a free-standing wall with face blocks on opposite sides and interconnected by trunk blocks or tail blocks to determine the thickness of the wall. The dovetail joint elements may be reversed so that male elements replace the illustrated female elements, and vice versa. The retaining wall may be constructed in a stepped arrangement with treads attached to provide a stairway. The face blocks alone may attach to anchors horizontally bored into a slope, or to any compatible anchor mounted to a vertical surface such as a building facade.
I claim as my invention not only the illustrated embodiments, but all such modifications, variations and equivalents thereof as come within the spirit and scope of the following claims.
|Cited Patent||Filing date||Publication date||Applicant||Title|
|US250635 *||4 Oct 1881||6 Dec 1881||Manufacture of glass building-blocks for sea-walls|
|US868838 *||28 Dec 1906||22 Oct 1907||Henry S Brewington||Concrete building-block.|
|US994027 *||12 Mar 1910||30 May 1911||Interlocking concrete panels.|
|US1188919 *||10 Feb 1913||27 Jun 1916||Arnold England||Construction of chimneys, towers, and other hollow structures.|
|US1226214 *||26 Feb 1914||15 May 1917||Ralph Z Hopkins||Building construction.|
|US1329893 *||17 Feb 1919||3 Feb 1920||John Flynn Dennis||Wall construction|
|US1627986 *||30 Sep 1924||10 May 1927||Mckenzie John||Wall construction|
|US1985992 *||14 Jul 1933||1 Jan 1935||Hayman Milton E||Building blocks|
|US2016382 *||10 Mar 1933||8 Oct 1935||Owens Illinois Glass Co||Furnace tank construction|
|US2589304 *||29 Jul 1947||18 Mar 1952||Spangler William B||Interlocking structural units|
|US2619829 *||22 Jun 1948||2 Dec 1952||Bethel L Tatum||Interlocking hollow building block|
|US3464211 *||8 Mar 1967||2 Sep 1969||Andresen Magne A||Modular structure for restraining walls|
|US3877236 *||5 Oct 1973||15 Apr 1975||Neill Raymond J O||Crib block and structure|
|US4003172 *||30 Sep 1975||18 Jan 1977||Pawl Walter S||Peripherally grooved building blocks in a wall construction|
|US4190384 *||9 Aug 1978||26 Feb 1980||Herwig Neumann||Concrete construction element system for erecting plant accommodating walls|
|US4278364 *||23 Aug 1979||14 Jul 1981||Stanford Frehner||Retaining ties|
|US4379659 *||19 Nov 1980||12 Apr 1983||Steiner Silidur A.G.||Building blocks|
|US4384810 *||21 May 1981||24 May 1983||Herwig Neumann||Locking beam to form a three-dimensional lattice in a construction system for plantable shoring walls|
|US4470728 *||4 Jun 1982||11 Sep 1984||West Yorkshire Metropolitan County Council||Reinforced earth structures and facing units therefor|
|US4490075 *||16 Aug 1982||25 Dec 1984||Angelo Risi||Retaining wall system|
|US4512685 *||8 Sep 1981||23 Apr 1985||Ameron, Inc.||Mortarless retaining-wall system and components thereof|
|US4597236 *||10 Jul 1984||1 Jul 1986||Braxton James S||Hollow wall construction|
|US4661023 *||30 Dec 1985||28 Apr 1987||Hilfiker Pipe Co.||Riveted plate connector for retaining wall face panels|
|US4782640 *||10 Sep 1986||8 Nov 1988||Rolf Scheiwiller||Structural assembly for producing interconnected structures|
|US4884378 *||18 Jul 1988||5 Dec 1989||Rolf Scheiwiller||Structural assembly for producing walls|
|US4896999 *||1 Dec 1988||30 Jan 1990||Willi Ruckstuhl||Set of concrete building blocks for constructing a dry wall|
|US4914876 *||20 Dec 1988||10 Apr 1990||Keystone Retaining Wall Systems, Inc.||Retaining wall with flexible mechanical soil stabilizing sheet|
|US4922678 *||19 Oct 1989||8 May 1990||Rolf Scheiwiller||Structural assembly for producing interconnecting structures|
|US4982544 *||12 Dec 1988||8 Jan 1991||Pomico International, Inc.||Module and method for constructing sealing load-bearing retaining wall|
|DE2544196A1 *||3 Oct 1975||14 Apr 1977||Schlomann Geb Jordan Kriemhild||Wirtschaftlicher systemstein|
|DE2549162A1 *||3 Nov 1975||12 May 1977||Josef Lutz & Sohn Sand Splitt||Retaining wall of composite bricks - consists of wall runners and intermediate spacers with dovetailed tongues and grooves|
|DE3118487A1 *||9 May 1981||25 Nov 1982||Reinhard Juraschek||Verbundsystem zum errichten von abgrenzungen und verbundstein fuer dieses system|
|FR2605661A2 *||Title not available|
|GB1348253A *||Title not available|
|GB2068434A *||Title not available|
|1||*||2 page brochure from Risi Stone Ltd., Gormley, Ontario, Canada, entitled DURA HOLD , 1985.|
|2||2-page brochure from Risi Stone Ltd., Gormley, Ontario, Canada, entitled DURA-HOLD®, 1985.|
|3||*||4 page brochure from Risi Stone Ltd., Gormley, Ontario, Canada, entitled DURA CRIB , 1985.|
|4||4-page brochure from Risi Stone Ltd., Gormley, Ontario, Canada, entitled DURA-CRIB®, 1985.|
|5||*||6 page brochure from GEOdynamics Erosion Control Systems, Indianapolis, Ind.|
|6||6-page brochure from GEOdynamics Erosion Control Systems, Indianapolis, Ind.|
|Citing Patent||Filing date||Publication date||Applicant||Title|
|US5474405 *||15 Oct 1993||12 Dec 1995||Societe Civile Des Brevets Henri C. Vidal||Low elevation wall construction|
|US5499891 *||17 Feb 1994||19 Mar 1996||Earth Stabilizing Technology, Inc.||Earth-retaining module and system|
|US5586841 *||3 Feb 1995||24 Dec 1996||Societe Civile Des Brevets Henri Vidal||Dual purpose modular block for construction of retaining walls|
|US5620283 *||1 Nov 1995||15 Apr 1997||Walter; Richard||Alignment hanger and method for building a barrier of concrete blocks|
|US5688078 *||25 Jan 1996||18 Nov 1997||Westblock Products, Inc.||Interlocking retaining walls blocks and system|
|US5707184 *||12 Dec 1995||13 Jan 1998||Societe Civile Des Brevets Henri C. Vidal||Low elevation wall construction|
|US5709062||15 Jul 1996||20 Jan 1998||Anchor Wall Systems, Inc.||Composite masonry block|
|US5788423 *||8 Sep 1995||4 Aug 1998||G.P. Industries, Inc.||Masonry block retaining wall with attached keylock facing panels and method of constructing the same|
|US5797706 *||24 Jun 1994||25 Aug 1998||Societe Civile Des Brevets Henri Vidal||Earth structures|
|US5878545 *||3 Feb 1997||9 Mar 1999||Gebhart; Siegfried||Block, in particular shuttering block or standard block|
|US5881511 *||6 Feb 1997||16 Mar 1999||Keller, Jr.; Fred||Concrete building block assembly|
|US5987840 *||28 May 1998||23 Nov 1999||Leppert; Jeffrey K.||Self-aligning block|
|US6000183 *||7 Feb 1997||14 Dec 1999||Newman; Anthony E.||Retaining wall face plates|
|US6213689 *||12 Apr 2000||10 Apr 2001||Tokusuke Co., Ltd.||Construction unit for a retaining wall and a method for constructing the retaining wall|
|US6402435||29 Dec 1999||11 Jun 2002||Cyrrus Gregory Lewis||Pre-stressed modular retaining wall system and method|
|US6745537 *||27 Aug 2002||8 Jun 2004||Roderick Bruce Hamilton||Modular wall or fence construction system|
|US6948282||17 Apr 2003||27 Sep 2005||Allan Block Corporation||Interlocking building block|
|US7086811||16 Sep 2003||8 Aug 2006||Cgl Systems Llc||Pre-stressed modular retaining wall system and method|
|US7124754||6 Aug 2004||24 Oct 2006||Custom Precast & Masonry, Inc.||Method and device for creating a decorative block feature|
|US7384215 *||5 Aug 2003||10 Jun 2008||Anchor Wall Systems, Inc.||Composite masonry block|
|US7410328 *||14 Jun 2006||12 Aug 2008||Transpavé Inc.||Concrete block system|
|US7484910 *||7 Apr 2006||3 Feb 2009||Donaldson Company, Inc.||Walkway stones sets; and, methods|
|US7503729||15 Mar 2005||17 Mar 2009||Westblock Systems, Inc.||Reinforced retaining wall and method of construction|
|US7712281||6 Apr 2005||11 May 2010||Allan Block Corporation||Interlocking building block|
|US7775747||17 Aug 2010||Allan Block Corporation||Multi-component retaining wall block|
|US7802410 *||7 Aug 2006||28 Sep 2010||Laurentiu Dumitru Breaz||Modular elements, network, supporting structure, construct|
|US7828498||9 Nov 2010||Sorheim Daniel R||Connection mechanism for large scale retaining wall blocks|
|US7861479||11 Jan 2006||4 Jan 2011||Airlite Plastics, Co.||Insulated foam panel forms|
|US7934351||3 May 2011||Alliance Construction Technologies, Inc.||Method of constructing a block wall|
|US8511024 *||31 Aug 2009||20 Aug 2013||Keystone Retaining Wall Systems Llc||Veneers for walls, retaining walls and the like|
|US8708608||15 Sep 2010||29 Apr 2014||Allan Block Llc||Stackable segmental retaining wall block|
|US8844228||14 Jun 2006||30 Sep 2014||Oldcastle Building Products Canada, Inc.||Dry-cast concrete block|
|US8851803||16 Aug 2010||7 Oct 2014||Allan Block, Llc||Multi-component retaining wall block|
|US8863465||23 Sep 2011||21 Oct 2014||Allan Block, Llc||Stackable wall block system|
|US8887465||11 Jan 2013||18 Nov 2014||Airlite Plastics Co.||Apparatus and method for construction of structures utilizing insulated concrete forms|
|US8919067||31 Oct 2012||30 Dec 2014||Airlite Plastics Co.||Apparatus and method for construction of structures utilizing insulated concrete forms|
|US8992131||28 Sep 2011||31 Mar 2015||Les Matériaux De Construction Oldcastle Canada, Inc.||Retaining wall|
|US9003734||23 Sep 2011||14 Apr 2015||Allan Block, Llc||Multi-component retaining wall block with natural stone appearance|
|US9206599||1 Apr 2010||8 Dec 2015||Les Materiaux De Construction Oldcastle Canada, Inc.||Wall with decorative facing|
|US20040161307 *||4 Dec 2003||19 Aug 2004||Westblock Systems, Inc.||Hybrid retaining wall system|
|US20050058515 *||12 Sep 2003||17 Mar 2005||Markusch Peter H.||Geotextile/polymer composite liners based on waterborne resins|
|US20060288657 *||22 Aug 2003||28 Dec 2006||Jaecklin Felix P||Structure, especially a slope-supporting structure and/or noise-barrier structure|
|US20070196184 *||15 Mar 2005||23 Aug 2007||Westblock Systems, Inc.||Reinforced retaining wall and method of construction|
|US20070258766 *||7 Apr 2006||8 Nov 2007||Mugge Jimmie L||Walkway stones sets; and, methods|
|US20070289247 *||14 Jun 2006||20 Dec 2007||Denis Hamel||Dry-cast concrete blocks and manufacturing process therefor|
|US20070292216 *||14 Jun 2006||20 Dec 2007||Denis Hamel||Concrete block system|
|US20080098686 *||18 Oct 2007||1 May 2008||Hans-Josef Metten||Masonry System|
|US20080120931 *||30 Jun 2006||29 May 2008||Mark Joslyn||Masonry block arrangements; wall units; and, methods|
|US20080193227 *||21 Aug 2007||14 Aug 2008||Lewis Cyrrus G||Pre-Stressed Modular Retaining Wall System and Method|
|US20080222986 *||14 Mar 2007||18 Sep 2008||Hamel Denis Louis||Exterior wall structure of a building|
|US20080250736 *||7 Aug 2006||16 Oct 2008||Laurentiu Dumitru Breaz||Modular Elements, Network, Supporting Structure, Construct|
|US20090013638 *||9 May 2008||15 Jan 2009||Alliance Construction Technologies, Inc.||Block wall and method of constructing a block wall|
|US20090041552 *||8 Aug 2008||12 Feb 2009||Westblock Systems, Inc.||Retaining wall system|
|US20090162147 *||1 Oct 2008||25 Jun 2009||Earth Protection Systems, Inc.||Sand and soil internal reinforcement system|
|US20090252561 *||2 Apr 2009||8 Oct 2009||Sorheim Daniel R||Connection mechanism for large scale retaining wall blocks|
|US20090313936 *||31 Aug 2009||24 Dec 2009||Keystone Retaining Wall Systems, Inc.||Veneers for walls, retaining walls and the like|
|US20100018146 *||21 Dec 2007||28 Jan 2010||Les Matériaux De Construction Oldcastle Canada, In||Wall with decorative facing|
|US20100111615 *||5 Nov 2008||6 May 2010||Allan Block Corporation||Multi-component retaining wall block|
|US20100310324 *||9 Dec 2010||Allan Block Corporation||Multi-component retaining wall block|
|US20110000161 *||1 Apr 2010||6 Jan 2011||Les Materiaux De Construction Oldcastle Canada, Inc.||Wall with decorative facing|
|US20110203211 *||25 Aug 2011||Hans Josef Metten||Masonry system|
|USD713975||30 Jul 2012||23 Sep 2014||Airlite Plastics Co.||Insulative insert for insulated concrete form|
|EP1430820A1 *||14 Sep 1998||23 Jun 2004||Springair Limited||A wall|
|WO2005100700A1 *||15 Mar 2005||27 Oct 2005||Westblock Systems, Inc.||Reinforced retaining wall and method of construction|
|WO2013043689A1 *||19 Sep 2012||28 Mar 2013||Allan Block International, Llc||Wall block system|
|U.S. Classification||405/286, 52/599, 405/262, 52/605, 52/604, 52/606, 52/570, 52/426, 405/284, 52/612|
|Cooperative Classification||E02D29/025, E02D29/0266|
|European Classification||E02D29/02F1, E02D29/02E|
|26 Nov 1991||AS||Assignment|
Owner name: WESTBLOCK PRODUCTS, INC., A CORP. OF OR, OREGON
Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:HAMMER, JAMES;REEL/FRAME:005932/0271
Effective date: 19911115
|6 Sep 1994||AS||Assignment|
Owner name: WESTBLOCK SYSTEMS, INC., OREGON
Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:WESTBLOCK PRODUCTS, INC.;REEL/FRAME:007122/0864
Effective date: 19940117
|17 Mar 1998||FPAY||Fee payment|
Year of fee payment: 4
|28 Feb 2002||FPAY||Fee payment|
Year of fee payment: 8
|6 Mar 2006||FPAY||Fee payment|
Year of fee payment: 12