US20020139077A1 - Pyramid crib blocks - Google Patents
Pyramid crib blocks Download PDFInfo
- Publication number
- US20020139077A1 US20020139077A1 US09/800,099 US80009901A US2002139077A1 US 20020139077 A1 US20020139077 A1 US 20020139077A1 US 80009901 A US80009901 A US 80009901A US 2002139077 A1 US2002139077 A1 US 2002139077A1
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- United States
- Prior art keywords
- block
- crib
- assembly
- joint
- vertical
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- 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
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- 230000013011 mating Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 description 6
- 239000004567 concrete Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 238000005065 mining Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000000368 destabilizing effect Effects 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000005641 tunneling Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D15/00—Props; Chocks, e.g. made of flexible containers filled with backfilling material
- E21D15/48—Chocks or the like
Definitions
- This invention relates to cribs or packs for a roof support for mining, tunneling, bridgework, and building of various kinds. More particularly, the present invention relates to cribs having shaft-like elements, chocks, that are held in edge-to-edge relationship to form a structural unit, termed a pyramid crib block, which, in turn, can be stacked and assembled to form a roof supporting structure.
- Cribs or packs are widely used in shoring, bracing, and cave-in prevention.
- Conventional cribs or packs consist of superimposed layers of shaft-like timbers, usually referred as chocks. They are parallelly arranged in layers and are positioned commonly at right angles to the parallel chocks in the layers above and below. Any gap between the uppermost layer and the roof can be taken up by insertion of timber wedges, an inflatable grout bag, and the like, so that the crib is positioned to restrain the vertical loads imposed thereon by the roof.
- Chocks in the crib are generally interlocked. Whereas this interlocking initially produced a strong corner joint, there is a tendency for chocks to shrink as timbers age and dry out. As a result, the corner joints are no longer securely engaged the intersecting chock, and the corner loses its original strength and stability due to aging. Consequently, the parallel chocks in one layer are prone to sideways slippage relative to the chocks in the layers above and below when the crib or pack is subjected to vertical loading imposed thereon by the roof. In an attempt to overcome this problem, metal spikes or rods are often driven through the ends of chocks at points where they intersect to reinforce the corner joint. While this does serve to reinforce the corner joint, the chocks still tend to shrink away from associated chock surfaces, destabilizing the joint and the crib thereby.
- identical wooden block members are connected together to form a triangular or rectangular shaped polygon. These polygon shapes are stacked one on top of another to form a crib assembly of desired height.
- the block members interlock with one another through dovetail configured connections.
- FIG. 1 illustrates a top perspective view of triangular crib block that has three interconnecting chocks.
- FIG. 2 illustrates a top front perspective view of one of the three chocks shown in FIG. 1.
- FIG. 3 illustrates side elevation views of chock shown in FIG. 2.
- FIG. 4 illustrates a top perspective view of square crib block that has four interconnecting chocks. Note that the presence of an optional dovetail connection in the inner surface of each chock.
- FIG. 5 illustrates a top front perspective view of one of the four chocks shown in FIG. 4.
- FIG. 6 illustrates side elevation views of the chock shown in FIG. 5.
- FIG. 7 shows alternative embodiment of the horizontal jointing means. Note that the difference in shape between this joint and a dovetail configuration shown in FIGS. 2 and 4.
- FIG. 8 shows alternative embodiment of FIGS. 3 and 6. Besides the alternative horizontal jointing means of FIG. 7, spline and matching cut, instead of dowel joints, are employed to connect blocks vertically.
- an improved crib block assembly unit termed pyramid crib block, comprises shaft-like chocks that interlock one another to produce strong corner joints and, in turn, to form a stackable crib unit which can be superimposed layer-by-layer to construct an inexpensive and stable crib for preventing cave-in and for supporting buildings, roofs, structures, and the like.
- two typical embodiments of present invention are triangular and square pyramid crib block. They are assembled from interlocking three and four shaft-like elements, called chocks, in edge-to-edge fashion, respectively. Chocks have essentially an elongated shape and a rectangular cross-section. They are made in one piece of a suitable lumber, preferably of a #3 common and lower grade lumber that is not suitable for furniture construction. Subsequently, they are cut from cants and processed on a Modified Double End Tennoner or equivalent, which trims and dovetails the blocks. They are, then, bored and doweled. One optional stage will be painting the ends with safety orange pint and adding additional dovetail joints. All steps are well-known methods and performed routinely by one skilled in the art. It is also apparent to one skilled in the art that alternative materials, such as steel, plastic composition, and the like, might be used in the practice of this invention.
- each chock 10 has a top portion 11 , a bottom portion 12 , an inner side surface 13 , an outer side surface 14 , a front end 15 , and a rear end 16 .
- one protrusion is vertically made with a predetermined angle to form a male portion, or vertical tenon 22 .
- one notch is also vertically made with a matching angle to form a female portion, or vertical mortise 21 .
- Interlocking mortise 21 with tenon 22 of another chock forms an interlocking joint at the corner.
- other configurations can be employed.
- this interlocking joint is formed by interlocking a polygonal “fist-shape” vertical tenon 30 and matching vertical mortise 32 together (FIG. 7).
- multiple vertical cuts can be made at both ends to form multiple vertical mortises and tenons, so that interlocking establishes multiple horizontal interlocking joints, forming a staggered joint, instead of one simple dovetail joint and the like, at the corner.
- vertical mortise 21 has the same height as tenon 22 so that the vertical thickness of chock 10 is uniformly maintained.
- the gap between mortise 21 and tenon 22 is positioned at an angle horizontal to the weight above. Consequently, the gap itself is not subject to vertical loading. For this reason, even though the interlocking has lost its original strength as timber ages and dries out, the corner joint will not break apart, and it can still securely engage the intersecting chock.
- one advantage of pyramid crib block is that the interlocking within the corner joint is not subject to vertical loading.
- the crib block is not only strong but also stable. Of course, if alternative materials were used, dry out may not pose a problem.
- each chock can be stacked.
- the essentially flat surfaces of both top portion 11 and bottom portion 12 allow crib blocks to superimpose one another.
- they are securely engaged vertically.
- chocks are doweled.
- FIGS. 3 and 6 highlight preferred embodiments of the present invention where chocks have four dowel-pin-joints, two on top portion 11 and two on bottom portion 12 .
- Each dowel interlocks one chock above and below. As aforementioned, interlocking enables each chock to become a unit of a pyramid crib block.
- each chock provides doweling support not only for itself but also for the other member in the group. This additional doweling support further enhances the vertical stability of each chock. There is little, if any, chance a chock would slip sideways relative to one another in the layer. Therefore, pyramid crib block of present invention may be stacked to any height that is determined to be safe by proper governing authorities.
- each doweling prevents slipping sideways, but also it enhances the strength of the corner joints within pyramid crib block.
- each doweling By positioning chocks horizontally in the layer, each doweling also confines each chock in its place and limits its lateral movement with crib block. This confinement enhances the stability of the corner joints even when the timber has been aged and dried out.
- the enhanced stability offered by pyramid crib block enables each chock being made of a low-grade lumber. A price reduction for chocks will cut an overall cost for the crib down. Accordingly, another advantage of present invention is that the cost of material being made of is inexpensive.
- each pyramid crib block is a stackable unit that is easy to stack up to desired height, and that is easy to assemble even in the dark from identical chocks. Easy stacking and assembly reduces the time as well as the expense for the construction. Accordingly, further advantage of present invention is that the time required for construction is short.
- each chock 10 can have three or more bores in each side, or it has two in one side and three in opposite side.
- Another preferred embodiment of vertical connecting means is using splines 26 with matching cuts 27 , as shown in FIG. 8.
- Other types of connection may be adopted, such as cam lock paring with cam bolt.
- Crib block 10 may be machined to have other cross-sectional shapes with essentially flat top and bottom surfaces, instead of rectangular cross-sections. A generally rectangular shape will, however, normally be preferred to establish a firm interlocking.
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Revetment (AREA)
Abstract
This invention is concerned with an assembly unit of support crib which can be easily assembled and disassembled to form a crib of the desired supporting height. The pyramid crib block is formed from identical shaft-like elements, chocks, which connect to one another through horizontal interlocking means, preferably angled dovetail joints. Chocks may be interconnected to form a polygonal pyramid crib block, preferably either a triangular or a rectangular in shape. Each pyramid crib block is stackable. It is superimposed one another as layers and interlocked vertically between layers to from a stable and durable crib that is easy to construct and inexpensive to build.
Description
- 1. Field of the Invention
- This invention relates to cribs or packs for a roof support for mining, tunneling, bridgework, and building of various kinds. More particularly, the present invention relates to cribs having shaft-like elements, chocks, that are held in edge-to-edge relationship to form a structural unit, termed a pyramid crib block, which, in turn, can be stacked and assembled to form a roof supporting structure.
- 2. Description of Prior Arts
- Cribs or packs are widely used in shoring, bracing, and cave-in prevention. Conventional cribs or packs consist of superimposed layers of shaft-like timbers, usually referred as chocks. They are parallelly arranged in layers and are positioned commonly at right angles to the parallel chocks in the layers above and below. Any gap between the uppermost layer and the roof can be taken up by insertion of timber wedges, an inflatable grout bag, and the like, so that the crib is positioned to restrain the vertical loads imposed thereon by the roof.
- Chocks in the crib are generally interlocked. Whereas this interlocking initially produced a strong corner joint, there is a tendency for chocks to shrink as timbers age and dry out. As a result, the corner joints are no longer securely engaged the intersecting chock, and the corner loses its original strength and stability due to aging. Consequently, the parallel chocks in one layer are prone to sideways slippage relative to the chocks in the layers above and below when the crib or pack is subjected to vertical loading imposed thereon by the roof. In an attempt to overcome this problem, metal spikes or rods are often driven through the ends of chocks at points where they intersect to reinforce the corner joint. While this does serve to reinforce the corner joint, the chocks still tend to shrink away from associated chock surfaces, destabilizing the joint and the crib thereby.
- Other attempts have been made to improve the structures of chock as well as the configurations of crib. For example, U.S. Pat. No. 924,153, Reinforced Concrete Mining-Timbers, shows reinforced mining timbers formed of concrete; U.S. Pat. No. 975,084, Concrete Timbering for Tunnels, teaches an improved form of interlocking concrete timbering; U.S. Pat. No. 435,759, Dovetail Joint, teaches a simple form of self-locking joints; British Pat. No. 1,348,675, Structural Load-Bearing Supports, discloses a structural load-bearing support comprising a stack of blocks of concrete; U.S. Pat. No. 4,840,003, Construction Log and Associated Corner Construction, shows an improved log for interlocking with similar logs in the construction of a log structure; and U.S. Pat. No. 5,746,547, Mine Support Cribs, discloses not only a “four-pointer” crib and a “nine-pointer” crib, but also a “composite packs” in that each chock has one or more bricks or blocks fixed to it at a predetermined position along its length. However, the problem still remains. In their proposed arrangements, the corner joint is still constantly subject to the vertical loading. It loses original strength and stability as woods age and dry out. In order to maintain the stability of corner joint, crib requires a high grade to lumber to construct. That, in turn, increases the overall cost of the crib.
- According to this invention, identical wooden block members are connected together to form a triangular or rectangular shaped polygon. These polygon shapes are stacked one on top of another to form a crib assembly of desired height. The block members interlock with one another through dovetail configured connections.
- Accordingly, several objects and advantages to present invention are:
- (1) to provide a crib unit which has strong corner joints by interlocking chocks together.
- (2) to provide a crib unit which has corner joints which remains not only strong but stable, notwithstanding shrinkage of the logs as they age or dry out;
- (3) to provide a crib unit which is stackable to desirable height;
- (4) to provide a crib unit which is easily assembled and disassembled for use in structural support; and
- (5) to provide a crib unit which is inexpensive to manufacture.
- Still further objects and advantages of present invention will become apparent from a consideration of the following drawings and ensuring description.
- FIG. 1 illustrates a top perspective view of triangular crib block that has three interconnecting chocks.
- FIG. 2 illustrates a top front perspective view of one of the three chocks shown in FIG. 1.
- FIG. 3 illustrates side elevation views of chock shown in FIG. 2.
- FIG. 4 illustrates a top perspective view of square crib block that has four interconnecting chocks. Note that the presence of an optional dovetail connection in the inner surface of each chock.
- FIG. 5 illustrates a top front perspective view of one of the four chocks shown in FIG. 4.
- FIG. 6 illustrates side elevation views of the chock shown in FIG. 5.
- FIG. 7 shows alternative embodiment of the horizontal jointing means. Note that the difference in shape between this joint and a dovetail configuration shown in FIGS. 2 and 4.
- FIG. 8 shows alternative embodiment of FIGS. 3 and 6. Besides the alternative horizontal jointing means of FIG. 7, spline and matching cut, instead of dowel joints, are employed to connect blocks vertically.
-
REFERENCE NUMERALS IN DRAWINGS Triangular pyramid crib block 1 Square pyramid crib block 2 Chock, the shaft- like element 10 Top portion 11 Bottom portion 12 Inner side surface or portion 13 Outer side surface or portion 14 Front end 15 Rear end 16 Additional dovetail joint 17 Vertical mortise or female portion 21 Vertical tenon or male portion 22 Dowel pin 23 Matching hole or bore 25 Spline 26 Matching cut 27 Polygonal fist- shape tenon 30 Matching mortise 32 - In accordance with the present invention, an improved crib block assembly unit, termed pyramid crib block, comprises shaft-like chocks that interlock one another to produce strong corner joints and, in turn, to form a stackable crib unit which can be superimposed layer-by-layer to construct an inexpensive and stable crib for preventing cave-in and for supporting buildings, roofs, structures, and the like.
- As shown in FIGS. 1 and 4, two typical embodiments of present invention are triangular and square pyramid crib block. They are assembled from interlocking three and four shaft-like elements, called chocks, in edge-to-edge fashion, respectively. Chocks have essentially an elongated shape and a rectangular cross-section. They are made in one piece of a suitable lumber, preferably of a #3 common and lower grade lumber that is not suitable for furniture construction. Subsequently, they are cut from cants and processed on a Modified Double End Tennoner or equivalent, which trims and dovetails the blocks. They are, then, bored and doweled. One optional stage will be painting the ends with safety orange pint and adding additional dovetail joints. All steps are well-known methods and performed routinely by one skilled in the art. It is also apparent to one skilled in the art that alternative materials, such as steel, plastic composition, and the like, might be used in the practice of this invention.
- As illustrated in FIGS. 2 and 5, each
chock 10 has atop portion 11, abottom portion 12, aninner side surface 13, anouter side surface 14, afront end 15, and arear end 16. Atrear end 16, one protrusion is vertically made with a predetermined angle to form a male portion, orvertical tenon 22. Nearfront end 15, one notch is also vertically made with a matching angle to form a female portion, orvertical mortise 21. Interlockingmortise 21 withtenon 22 of another chock forms an interlocking joint at the corner. In addition to typical dovetail joints as shown in FIGS. 2 and 5, other configurations can be employed. For example, another preferred embodiment of this interlocking joint is formed by interlocking a polygonal “fist-shape”vertical tenon 30 and matchingvertical mortise 32 together (FIG. 7). Alternatively, multiple vertical cuts can be made at both ends to form multiple vertical mortises and tenons, so that interlocking establishes multiple horizontal interlocking joints, forming a staggered joint, instead of one simple dovetail joint and the like, at the corner. - By means of vertical cuttings,
vertical mortise 21 has the same height astenon 22 so that the vertical thickness ofchock 10 is uniformly maintained. After interlocking and within the corner joint, the gap betweenmortise 21 andtenon 22 is positioned at an angle horizontal to the weight above. Consequently, the gap itself is not subject to vertical loading. For this reason, even though the interlocking has lost its original strength as timber ages and dries out, the corner joint will not break apart, and it can still securely engage the intersecting chock. Accordingly, one advantage of pyramid crib block is that the interlocking within the corner joint is not subject to vertical loading. The crib block is not only strong but also stable. Of course, if alternative materials were used, dry out may not pose a problem. - In addition to mere interlocking chocks horizontally to form a pyramid crib block as a unit, each chock can be stacked. The essentially flat surfaces of both
top portion 11 andbottom portion 12 allow crib blocks to superimpose one another. To prevent sideways slippage of one chock relative to another in the layer, they are securely engaged vertically. By way of examples, chocks are doweled. FIGS. 3 and 6 highlight preferred embodiments of the present invention where chocks have four dowel-pin-joints, two ontop portion 11 and two onbottom portion 12. Each dowel interlocks one chock above and below. As aforementioned, interlocking enables each chock to become a unit of a pyramid crib block. As a unit, each chock provides doweling support not only for itself but also for the other member in the group. This additional doweling support further enhances the vertical stability of each chock. There is little, if any, chance a chock would slip sideways relative to one another in the layer. Therefore, pyramid crib block of present invention may be stacked to any height that is determined to be safe by proper governing authorities. - Not only does doweling prevent chocks slipping sideways, but also it enhances the strength of the corner joints within pyramid crib block. By positioning chocks horizontally in the layer, each doweling also confines each chock in its place and limits its lateral movement with crib block. This confinement enhances the stability of the corner joints even when the timber has been aged and dried out. The enhanced stability offered by pyramid crib block enables each chock being made of a low-grade lumber. A price reduction for chocks will cut an overall cost for the crib down. Accordingly, another advantage of present invention is that the cost of material being made of is inexpensive. Furthermore, as aforementioned, each pyramid crib block is a stackable unit that is easy to stack up to desired height, and that is easy to assemble even in the dark from identical chocks. Easy stacking and assembly reduces the time as well as the expense for the construction. Accordingly, further advantage of present invention is that the time required for construction is short.
- It will be apparent to one skilled in the art that many variations, substitutions and modifications are within the scope of the invention and may be made to the invention disclosed herein without departing form the scope and the spirit of the invention. For instance, one can add the additional dovetails along
inner surface 13 of eachchock 10 as an optional (FIG. 5). Instead of two matching holes or bores, 25 on each side as illustrated in FIGS. 2 and 5, dowel pins and bores can be arranged in different way. Each chock can have three or more bores in each side, or it has two in one side and three in opposite side. Another preferred embodiment of vertical connecting means is usingsplines 26 withmatching cuts 27, as shown in FIG. 8. Other types of connection may be adopted, such as cam lock paring with cam bolt.Crib block 10 may be machined to have other cross-sectional shapes with essentially flat top and bottom surfaces, instead of rectangular cross-sections. A generally rectangular shape will, however, normally be preferred to establish a firm interlocking. - Other variations exit. Although the description above contains many specifications, these should not be construed as a limiting the scope of the invention, but as merely providing illustration of some the presently preferred embodiments of this invention. Accordingly, the scope of the invention should be determined by the appended claims and their legal equivalents, rather than the examples given.
Claims (10)
1. A crib block assembly comprised of a plurality of identical block members, each of said block member comprising:
top, bottom, and opposing side portions;
a connector assembly formed on said top and bottom portions which allow connection of blocks in a vertical direction; and
first and second joint members on each end of each block member, said first and second joint members of adjacent blocks mating together, wherein at least three of said block members are connectable by said first and second joint members to configure a polygonal shape and said polygonal shape thus formed is stackable using said connector assembly to form said crib block assembly.
2. The crib block assembly of claim 1 , wherein said connector assembly is comprised of dowels and bores, wherein said dowels extend from one block to another block in said vertical direction into said bores in said another block.
3. The crib block assembly of claim 1 , wherein said connector assembly is comprised of splines and matching cuts, wherein said splines extend from one block to another block in said vertical direction into said matching cuts in said another block.
4. The crib block assembly of claim 1 , wherein said first joint member has a plurality of vertical tenons extending from said top to said bottom portion of said block member, and said second joint member has a plurality of vertical mortises extending from said top to said bottom portion of said block member, said plurality of vertical tenons mate said plurality of vertical mortises, whereby a multiple of horizontal interlocking joint are formed.
5. The crib block assembly of claim 1 , wherein first joint member has one vertical tenons, and said second joint member has one mortise, said vertical tenon mates said vertical mortises, whereby a horizontal interlocking joint are formed.
6. The crib block assembly of claim 5 , said horizontal interlocking joint is in a dovetail configuration.
7. The crib block assembly of claim 5 , said horizontal interlocking joint is in a polygonal configuration.
8. The crib block assembly of claim 1 , wherein said crib block assembly has three block members and has triangular shape.
9. The crib block assembly of claim 1 , wherein said crib block assembly has four block members and has square shape.
10. The crib block assembly of claim 1 , wherein said top and bottom portions have essentially flat surface so that said pyramid crib block can be stacked easily.
Priority Applications (1)
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US09/800,099 US20020139077A1 (en) | 2001-03-07 | 2001-03-07 | Pyramid crib blocks |
Applications Claiming Priority (1)
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US09/800,099 US20020139077A1 (en) | 2001-03-07 | 2001-03-07 | Pyramid crib blocks |
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US20020139077A1 true US20020139077A1 (en) | 2002-10-03 |
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US09/800,099 Abandoned US20020139077A1 (en) | 2001-03-07 | 2001-03-07 | Pyramid crib blocks |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20080302051A1 (en) * | 2007-06-05 | 2008-12-11 | Irvin Bearinger | Snap lock joint |
WO2014075143A1 (en) * | 2012-11-16 | 2014-05-22 | Ausyan Pty Ltd | Improvements in or in relation to mine roof cribs and associated joiners |
AU2015101881B4 (en) * | 2015-12-07 | 2017-07-27 | Mks Innovations Newcastle Pty Ltd | Support System |
USD969348S1 (en) * | 2021-03-12 | 2022-11-08 | Gina Lynn Artis | Block |
-
2001
- 2001-03-07 US US09/800,099 patent/US20020139077A1/en not_active Abandoned
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20080302051A1 (en) * | 2007-06-05 | 2008-12-11 | Irvin Bearinger | Snap lock joint |
US7818939B2 (en) * | 2007-06-05 | 2010-10-26 | Irvin Bearinger | Snap lock joint |
WO2014075143A1 (en) * | 2012-11-16 | 2014-05-22 | Ausyan Pty Ltd | Improvements in or in relation to mine roof cribs and associated joiners |
AU2015101881B4 (en) * | 2015-12-07 | 2017-07-27 | Mks Innovations Newcastle Pty Ltd | Support System |
USD969348S1 (en) * | 2021-03-12 | 2022-11-08 | Gina Lynn Artis | Block |
USD1004139S1 (en) * | 2021-03-12 | 2023-11-07 | Gina Lynn Artis | Block |
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