US20130209192A1 - Tensionable threaded rebar bolt - Google Patents
Tensionable threaded rebar bolt Download PDFInfo
- Publication number
- US20130209192A1 US20130209192A1 US13/805,277 US201113805277A US2013209192A1 US 20130209192 A1 US20130209192 A1 US 20130209192A1 US 201113805277 A US201113805277 A US 201113805277A US 2013209192 A1 US2013209192 A1 US 2013209192A1
- Authority
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- United States
- Prior art keywords
- thread section
- thread
- threaded
- threaded rebar
- shaft
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- Abandoned
Links
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- 229920005989 resin Polymers 0.000 claims abstract description 30
- 238000005098 hot rolling Methods 0.000 claims abstract description 15
- 239000003054 catalyst Substances 0.000 claims 3
- 238000000034 method Methods 0.000 abstract description 25
- 238000004519 manufacturing process Methods 0.000 abstract description 19
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- 229910000831 Steel Inorganic materials 0.000 abstract description 11
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- 238000005520 cutting process Methods 0.000 abstract description 3
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- LIKBJVNGSGBSGK-UHFFFAOYSA-N iron(3+);oxygen(2-) Chemical compound [O-2].[O-2].[O-2].[Fe+3].[Fe+3] LIKBJVNGSGBSGK-UHFFFAOYSA-N 0.000 description 1
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Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/02—Setting anchoring-bolts with provisions for grouting
- E21D20/025—Grouting with organic components, e.g. resin
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
- E21D21/004—Bolts held in the borehole by friction all along their length, without additional fixing means
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/008—Anchoring or tensioning means
Definitions
- This invention relates to the field of fasteners, and more particularly to hot-rolled threaded rebar bolts for use in various applications, such as but not limited to mine roof bolting technology for use with resin nuts, concrete support structure applications, or other similar support structure mediums.
- U.S. Pat. Nos. 7,481,603 and 7,758,284 granted to William G. Fox discloses a tensionable bolt (i.e. spiral and threaded) for use with resin nuts, and related methods, for installation in a borehole in a mine in order to support the mine from collapsing.
- the disclosure in the Fox patents is designed to provide support in passages of geological structures, such as mines, in an efficient, secure, and cheap way.
- the apparatus disclosed in the Fox patents provides a structure supporting means that is easy to use and install, does not result in protrusions from the mine support structure, has excellent tensioning/holding characteristics, has minimal tension bleed-off, and has the capability of being re-tensioned by rotation of the spiral bolt after columnar grouting.
- U.S. Pat. Nos. 7,481,603 and 7,758,284 are hereby incorporated by reference for all purposes.
- Bolts and screws are typically manufactured through the use of a threading process, such as machined threads, cast threads, or cold-rolled threads.
- a threading process such as machined threads, cast threads, or cold-rolled threads.
- CNC computer numerical control
- the threads are cut in a milling process on conventional or computer numerical control (“CNC”) machines.
- the threads are formed by the internal surface of the casting mold.
- the cold-rolling process the threads are created by rolling bar stock to form threads of the fastener through sets of two or more dies in a perpendicular orientation to the movement of one or more of the movable dies in a die set.
- three-hundred thousand (300,000) to five-hundred thousand (500,000) bolts per month, or other amounts besides this range, may need to be manufactured to supply a single mine. This may translate into around three hundred fifty (350) plus tons of bolt stock for structural support applications in a single mine.
- U.S. Pat. No. 4,861,197 illustrates a mechanical anchor including an expansion shell and an expansion plug positioned in the shell and engaged with the end of a bar having helically extending rib segments formed on the outer surface of the bar.
- This bolt system is designed to employ an expansion shell as the anchoring mechanism.
- U.S. Pat. No. 4,953,379 describes a method of hot-rolling full continuous threads around a bar for use in concrete reinforcing. This method is, however complicated by the mandatory employment of two sets of individually synchronized tandem mill rolls rotated at ninety (90) degrees from each other and then synchronized with each other to roll top and bottom threads, and the two side threads, thereby forming a continuous thread for the application of an anchoring or connecting member with a female thread.
- U.S. Pat. No. 4,922,681 illustrates a bolt that is specifically designed to not rotate. It comprises a circular core cross-section and two rows lying opposite each other which are arranged along a helical line and form portions of a thread for screwing on an anchoring or connecting body provided with counter thread. The steps serve to improve the bond of the concrete reinforcing bar to the concrete.
- U.S. Pat. No. 5,775,850 depicts particular thread forms to provide a rock bolt for use in a rock bolt system which enables the rock bolt system to have an improved performance when compared with rock bolt systems based on known rock bolts.
- U.S. Pat. No. 6,886,384 B2 describes a thread form on opposing sides of a smooth bar but with the threads offset by an amount of half the thread pitch.
- the ribs which are so formed protrude from the bar and typically form a discontinuous thread around and along the bar. This thread form allows for the application of couplers but prohibits rotation in a set grouting medium.
- Embodiments of the present invention address the above needs and/or achieve other advantages by providing hot-rolled threaded rebar bolts that are cheaper to manufacture but maintain the same or similar structural benefits of more costly manufactured bolts and that can be produced in high volumes.
- One embodiment of the invention is directed generally to bolts for use in mine roof support applications, or other structural support applications, that are manufactured by hot-rolling a steel bar (i.e. rebar) into a threaded bolt.
- This methodology would also have the secondary benefit of eliminating the material waste of standard thread-cutting schemes.
- the process efficiently makes large quantities of specialty semi-continuously threaded bolts adapted for use with a columnar resin nut disposed in bore holes in geological structures.
- FIG. 1 provides a side view of a threaded rebar bolt, in accordance with one embodiment of the invention
- FIG. 2 provides a side view of the shaft of a threaded rebar bolt, in accordance with one embodiment of the invention
- FIG. 3 provides an end view of the shaft of a threaded rebar bolt, in accordance with one embodiment of the invention
- FIG. 4 provides a side view of the shaft of a threaded rebar bolt, in accordance with one embodiment of the invention.
- FIG. 5 provides an end view of the shaft of a threaded rebar bolt, in accordance with one embodiment of the invention.
- FIG. 1 illustrates a threaded rebar bolt 10 in accordance with one embodiment of the present invention.
- the threaded rebar bolt 10 comprises a shaft 12 and a bolt head 14 .
- the shaft 12 comprises a core 40 , a first set of threads 16 , and a second set of threads 18 .
- the first set of threads 16 and the second set of threads 18 are aligned to form a semi-continuous thread around the shaft 12 of the threaded bolt 10 , such that the threaded bolt can be secured in a corresponding coupling (i.e. nut, resin nut, concrete, etc.).
- the shaft 12 is substantially void of longitudinal ribs along at least a portion of the longitudinal area 30 between the first set of threads 16 and the second set of threads 18 of the shaft 12 .
- the shaft 12 is substantially void of longitudinal ribs along the entire length of the longitudinal area 30 of the shaft 12 .
- the longitudinal area 30 may have a height that is substantially the same as the core surface 44 .
- the shaft 12 is completely void of longitudinal ribs along a portion of or the entire longitudinal area 30 .
- the longitudinal ribs have a height that does not rise above the core surface 44 , hence the longitudinal areas 30 are at least flush with the core surface 44 of the core 40 of the shaft 12 .
- the longitudinal areas 30 may be below the height of the core surface 44 .
- the longitudinal areas 30 may have a concave surface, a rectangular surface, etc. that is sunk below the core surface 44 .
- specialized bolts may be required to have an average bolt length of approximately forty-eight (48) inches, a preferred three-fourths (3 ⁇ 4) inch bolt diameter, and twenty-four (24) inches of thread. These dimensions are provided merely as an example, and it is to be understood that in other embodiments of the invention the dimensional requirements of the bolt may be less or greater than the dimensions provided herein. However, in the mining roof support applications twenty-four (24) inches of thread may be the minimum acceptable thread length for use with a resin nut.
- Hot-rolling steel into rebar may be known in the art, but the rebar that is currently produced through a hot-rolling process is not satisfactory for use in threaded installations for mine roof support applications, or other structural support applications, without performing additional process that create the threaded portion of the rebar.
- standard rebar is designed to hold and reinforce concrete.
- This type of rebar typically has longitudinal ribs on opposing sides of the bar that prevent rotation after grout (i.e. concrete, resin, etc.) sets. The longitudinal ribs make it unsuitable to double as a tensioning bolt as described in the Fox patents.
- rebar has cross-hatching ribs or other rolled-on patterns to prevent rotation and for stabilization after the grout sets, as well as having manufacturer identifiers and/or product identifiers, which all may be rolled into the rebar, thus, making the rebar unsuitable for use as a tensioning bolt of the type described herein.
- These configurations result in support structures that are permanently fixed, thus, preventing the bolt from being rotated and tightened in the future to increase the tension of the bolt. In these systems the entire support system would have to be replaced when a tensioning problem arises with the permanently fixed bolts.
- Specialty bolts have been manufactured using processes described above with the addition of milling steps, such as rolling rebar and machining the necessary threads or removing the longitudinal ribs by swaging, or machining the threads from bar stock, etc.
- milling steps such as rolling rebar and machining the necessary threads or removing the longitudinal ribs by swaging, or machining the threads from bar stock, etc.
- additional machining processes add additional costs to the bolt manufacturing.
- some types of bolts used in structural support applications require additional hardware, such as nuts or couplers, to screw onto the threads for external post-tensioning.
- additional hardware requires preparation methods and assembly steps that increase the cost associated with these configurations that are used in mine roof support structures, as well as in other support applications.
- Eliminating the need for machining the bolts, using additional hardware, reducing assembly time, and allowing for re-tensioning of bolts decreases the material and labor costs to install and fix mine roof supports and other support structures while improving the bolt's performance.
- the threaded rebar bolt 10 illustrated in FIG. 1 is manufactured in a continuous hot-rolling process to create a threaded rebar shaft 12 with semi-continuous threads and substantially no longitudinal ribs in the longitudinal areas 30 .
- threaded rebar can be hot-rolled in small quantities in specialized machinery, such as three or more rolling dies, multiple rolling die sets offset at various orientations from each other, etc. theses types of manufacturing processes are unrealistic for producing threaded rebar at low costs and high volume.
- the preferred method of accomplishing quality and quantity hot-rolling is through a steel mini-mill or a micro-mill process. Hot-rolling is typically utilized to create, rebar, merchant rounds, octagon bar, hex bar, structural steel and other shapes in mini-mills, however, the products, in the past, have been and can be, produced using blast furnaces. Mini-mill technology, incorporating the melting of scrap metal, has generally made production of many of these products impractical and cost-prohibitive in major basic iron-ore steel mills.
- Basic mini-mill technology includes melting and alloying of scrap metals to meet metallurgical specifications for a given product. This molten steel is then poured into ingots (a batch process) or formed into billets (a continuous process, now almost always employed) that are later reheated and rolled through a progression of reducing mill and finishing mill roll-stands. The end product can then be coiled into a continuous strand or cut into standard lengths as requested by the purchaser.
- FIGS. 2 through 5 illustrate various embodiments of the threaded rebar shafts 12 produced using a hot-rolled process.
- the threaded rebar may be made into various grades and sizes, depending on the specifications for the end support structure application.
- the resultant threaded bar that is used for the spiral bolts has no longitudinal ribs or flats along the length of the shaft 12 that would hinder rotation within a hardened grout material, such as but not limited to a resin nut.
- the shaft 12 of the threaded rebar bolt 10 has a substantially circular core 40 and a substantially oval outer thread 42 .
- the core 40 may have a diameter of approximately 0.680 inches, and the outer thread 42 diameter at the largest area may be approximately 0.750 inches, making the largest thread height approximately 0.035 inches. Furthermore, the threads may have a width of approximately 0.125 inches at the external surface of the threads and a width of approximately 0.150 at the base of the threads. In some embodiments the threads may be the same height around most, or all, of the core 40 of the shaft 12 that the threads cover, however, in some embodiments the thread height will taper as the threads reach the longitudinal area 30 that is void of longitudinal ribs.
- the longitudinal area 30 where there are no longitudinal ribs may be approximately 0.110 wide.
- the first thread set 16 and second thread set 18 may each cover approximately 163.2 degrees of the core 40 of the shaft 12 , meaning the areas of the core 40 that are not covered by a thread in between the first thread set 16 and second thread set 18 may only span approximately 16.8 degrees of the core 40 .
- the threads within both the first thread set 16 and the second thread set 18 are aligned such that there is an approximately 0.250 inch gap between the threads within each thread set.
- first thread set 16 is aligned with the second thread set 18 , such that the first thread set 16 and the second thread set 18 forms a semi-continuous thread that may be used to cut channels in grout that is hardening around the threads of the shaft 12 , as further described within the Fox patents.
- the pitch of the threads may be most efficient and effective at approximately two and one-half (21 ⁇ 2) threads per inch on a three-quarters (3 ⁇ 4) of an inch round-bar as compared to a typical three-quarters (3 ⁇ 4) of an inch standard bolt with 10 threads per inch. Therefore, the threads per-inch to outer thread diameter ratio is approximately 3.333. In other embodiments of the invention the ratio may be approximately 2.5 to 4. In other embodiments of the invention, the thread pitch angle may be approximately twenty four and one-half (241 ⁇ 2) degrees.
- FIGS. 4 and 5 illustrate a different embodiment of the present invention.
- the shaft 12 may have a core 40 diameter of approximately 0.750 and an outer thread 42 diameter of approximately 0.875.
- the threads are minimal in height, such as for example around approximately one-sixteenth ( 1/16) of an inch above the core 40 or base of the thread.
- the first thread set 16 and second thread set 18 may each cover approximately 130 degrees of the core 40 of the shaft 12 , meaning the longitudinal areas 30 of the core 40 that are not covered by a thread in the space between the first thread set 16 and second thread set 18 may cover approximately 50 degrees of the core 40 , as illustrated in FIG. 5 .
- the thread coverage of the core may be higher or lower than as provided in examples herein.
- the thread shaft core 40 diameter and outer thread 42 diameter may be five-eighths (5 ⁇ 8) of an inch, three-fourths (3 ⁇ 4) of an inch, seven-eighths (7 ⁇ 8) of an inch, one (1) inch and one and one-eighth (11 ⁇ 8) inch, respectively, or other diameters in other embodiments of the invention.
- tensioning heads 14 may be created on the ends of the shaft 12 .
- an end of each of the individual shafts 12 may be reheated at anytime and a head 14 may be forged on the end of each individual shaft 12 .
- a head may be formed onto the end the individual shaft 12 by heating the end of the shaft 12 and molding the metal into bolt head.
- a head may be created on the end of the shaft 12 by welding a head on the end of the shaft 12 , or using any other known means for attaching a head onto the shaft 12 to create a bolt.
- the process for manufacturing the threaded rebar bolts 10 is a dramatic improvement over existing methods, as discussed herein because no additional machining is required to create the threads after the threaded shaft is created from the hot-rolling process.
- this methodology also yields a more-advantageous threaded rebar bolt 10 that is threaded along its entire length, up to the tensioning head 14 , which is a feature impracticable using existing fabrication methods.
- the threaded rebar bolt 10 made from the hot-rolling process is designed primarily for use with the tensionable bolt system described in the Fox patents.
- the threaded rebar bolt 10 is adapted to allow for re-tensioning with relatively equal load distribution onto each thread along the length of the threaded rebar bolt 10 that is incased in the resin material.
- the threaded rebar bolt 10 used with a resin material provides better load distribution over the threads than would be possible with a standard nut or other coupling apparatus that applies the load to a small amount of threads within the nut, for example, possibly one (1) inch or less of threaded connection length in some cases where a steel or iron nut is used.
- the specially designed threaded rebar bolt 10 cannot function with longitudinal ribs that are substantially the same height as the threads or non-threaded patterns, as is seen in typical processed rebar. Therefore, in one embodiment of the invention the height of the longitudinal ribs is below the height of the threads. Furthermore, the threaded rebar may form the most advantageous threads in the resin material when there are no longitudinal ribs (or the ribs are recessed below the core surface 44 ) along the threads that are incased in the resin because the longitudinal ribs will not reduce the depth of the resin thread when the threaded rebar is turned to form the threads in the resin nut (see the Fox patents).
- the typical processed rebar may not function with longitudinal machined flats edges in place of the ribs, because the grout may form around the flat edges preventing the bolt from turning in the grout when the grout hardens. Furthermore, the flat edges reduce the area covered by the threads, and thus, reduce the load capacity that can be supported by the threads.
- the process of hot-rolling provides a unique thread pattern for the purpose of direct-tensioning.
- the resultant threaded rebar has no longitudinal ribs or longitudinal flats along the core that could hinder rotation of the threaded rebar bolt 10 as the resin nut is forming or after it has solidified.
- the thread pattern is adapted for the practical applications in which it is used, rather than for manufacturer or grade identification.
- the resultant threaded rebar bolt 10 produced is rotatable in a resin nut as the resin sets to form the channels for turning the threaded rebar bolt 10 , and requires no steel or iron nuts or couplers to tension the bolt.
- the threaded rebar of the present invention may have a formed head for tensioning, can provide the advantage of full-length, or variable length threads, and can allow for tensioning of the bar after the resin has solidified.
- Thread pitch, height and circumferential angle of thread coverage may vary within a range that allows for rotation of the bolt bar in a resin nut and for attainment of an acceptable tension to torque ration as defined by the applicable regulatory agency (e.g. MSHA, etc.)
- the specified hot-rolled, threaded bar can be produced in mass quantities, and thus provide an adequate supply of threaded rebar bolts 10 to meet high demand at low manufacturing costs.
- the threaded rebar may be produced in a wide variety of steel grades and sizes to meet the requirements for the support structure bolts in different applications.
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
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Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US13/805,277 US20130209192A1 (en) | 2010-06-24 | 2011-06-23 | Tensionable threaded rebar bolt |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US35835510P | 2010-06-24 | 2010-06-24 | |
PCT/US2011/041582 WO2011163449A1 (en) | 2010-06-24 | 2011-06-23 | A tensionable threaded rebar bolt |
US13/805,277 US20130209192A1 (en) | 2010-06-24 | 2011-06-23 | Tensionable threaded rebar bolt |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
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PCT/US2011/041582 A-371-Of-International WO2011163449A1 (en) | 2010-06-24 | 2011-06-23 | A tensionable threaded rebar bolt |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US14/852,048 Continuation US9551150B2 (en) | 2010-06-24 | 2015-09-11 | Tensionable threaded rebar bolt |
Publications (1)
Publication Number | Publication Date |
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US20130209192A1 true US20130209192A1 (en) | 2013-08-15 |
Family
ID=45371813
Family Applications (2)
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US13/805,277 Abandoned US20130209192A1 (en) | 2010-06-24 | 2011-06-23 | Tensionable threaded rebar bolt |
US14/852,048 Active US9551150B2 (en) | 2010-06-24 | 2015-09-11 | Tensionable threaded rebar bolt |
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Application Number | Title | Priority Date | Filing Date |
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US14/852,048 Active US9551150B2 (en) | 2010-06-24 | 2015-09-11 | Tensionable threaded rebar bolt |
Country Status (4)
Country | Link |
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US (2) | US20130209192A1 (es) |
CA (1) | CA2802913C (es) |
MX (1) | MX346834B (es) |
WO (1) | WO2011163449A1 (es) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9752612B1 (en) * | 2014-11-19 | 2017-09-05 | Albert Tamer | Stay tight threaded fasteners |
US20180291738A1 (en) * | 2017-03-06 | 2018-10-11 | Minova International Limited | Oval bar |
US11041309B2 (en) * | 2018-10-29 | 2021-06-22 | Steven T Imrich | Non-corrosive micro rebar |
US11209037B2 (en) * | 2019-07-03 | 2021-12-28 | David Adams | Screw and anchor assembly |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3401454B1 (de) * | 2017-05-08 | 2022-04-20 | Leviat GmbH | Befestigungsschiene und betonbauteil mit einer befestigungsschiene |
USD876929S1 (en) * | 2018-10-29 | 2020-03-03 | Steven T Imrich | Micro rebar |
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-
2011
- 2011-06-23 MX MX2012014989A patent/MX346834B/es active IP Right Grant
- 2011-06-23 CA CA2802913A patent/CA2802913C/en active Active
- 2011-06-23 US US13/805,277 patent/US20130209192A1/en not_active Abandoned
- 2011-06-23 WO PCT/US2011/041582 patent/WO2011163449A1/en active Application Filing
-
2015
- 2015-09-11 US US14/852,048 patent/US9551150B2/en active Active
Cited By (5)
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US9752612B1 (en) * | 2014-11-19 | 2017-09-05 | Albert Tamer | Stay tight threaded fasteners |
US20180291738A1 (en) * | 2017-03-06 | 2018-10-11 | Minova International Limited | Oval bar |
US10480320B2 (en) * | 2017-03-06 | 2019-11-19 | Minova International Limited | Oval bar |
US11041309B2 (en) * | 2018-10-29 | 2021-06-22 | Steven T Imrich | Non-corrosive micro rebar |
US11209037B2 (en) * | 2019-07-03 | 2021-12-28 | David Adams | Screw and anchor assembly |
Also Published As
Publication number | Publication date |
---|---|
CA2802913A1 (en) | 2011-12-29 |
MX346834B (es) | 2017-04-03 |
WO2011163449A1 (en) | 2011-12-29 |
US20150376902A1 (en) | 2015-12-31 |
US9551150B2 (en) | 2017-01-24 |
MX2012014989A (es) | 2013-02-26 |
CA2802913C (en) | 2019-09-10 |
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