US20060070312A1 - Anchor bolt holder - Google Patents
Anchor bolt holder Download PDFInfo
- Publication number
- US20060070312A1 US20060070312A1 US10/956,931 US95693104A US2006070312A1 US 20060070312 A1 US20060070312 A1 US 20060070312A1 US 95693104 A US95693104 A US 95693104A US 2006070312 A1 US2006070312 A1 US 2006070312A1
- Authority
- US
- United States
- Prior art keywords
- anchor bolt
- section
- attachment section
- bolt holder
- engagement section
- 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
- 239000000463 material Substances 0.000 claims description 10
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injection Substances 0.000 claims description 3
- 238000009436 residential construction Methods 0.000 abstract description 3
- 230000001419 dependent effect Effects 0.000 description 3
- 230000013011 mating Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 229920001903 high density polyethylene Polymers 0.000 description 2
- 239000004700 high-density polyethylene Substances 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004417 polycarbonate Substances 0.000 description 1
- 229920000515 polycarbonate Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
- E04G21/185—Means for positioning building parts or elements for anchoring elements or elements to be incorporated in the structure
Definitions
- This invention relates generally to construction materials and, more specifically to structures designed to maintain the alignment of anchor bolts within a foundation during the pouring and curing of concrete.
- a common problem faced in both residential and commercial construction is maintaining proper alignment or position of anchor bolts during the pouring and curing of concrete foundation. Maintaining proper alignment or position of anchor bolts relative to a concrete foundation is important for a variety of reasons. Anchor bolts that inadvertently move may end up too close to the concrete foundation's outer wall and thus be prone to “breaking out” of the concrete foundation at a later time, thereby weakening the entire structure. Further, misaligned or improperly positioned anchor bolts create costly construction delays as the wall structures, such as shear panels or prefabricated wall framing, must be reconfigured or modified to accept the misaligned or improperly positioned anchor bolts. As such, there is a need to provide a low cost method of maintaining the proper position of an anchor bolt within a concrete from during the pouring and curing of concrete structures.
- the present invention is a reusable anchor bolt holder that is cost efficient and overcomes the problems of anchor bolts shifting during the pouring and curing of concrete.
- the reusable anchor bolt holder of the present invention includes an anchor bolt engagement section that defines a bore configured to receive an anchor bolt, such as those used in typical commercial or residential construction practices to transmit roof and wall loading into the foundation.
- the anchor bolt holder also includes an attachment section connected with the anchor bolt engagement section.
- the attachment section includes a first attachment section and a second attachment section, both of which are hingedly connected with the anchor bolt engagement section.
- the anchor bolt holder includes a lock configured to releaseably couple the first attachment section with the second attachment section.
- the first attachment section and the second attachment section include at least one fastener bore that is configured to allow for standard mechanical fastening, such as screws for nails, of the anchor bolt holder to a supporting structure.
- FIG. 1 is a perspective view of an aspect of an anchor bolt holder according to the present invention
- FIG. 2 is a bottom view of another aspect of the present invention.
- FIG. 3 is another perspective view of an aspect of an anchor bolt holder according to the present invention.
- FIG. 4 is another perspective view of an aspect of an anchor bolt holder according to the present invention.
- FIG. 5 is a side view of another aspect of the present invention.
- FIG. 6 is a perspective view of another aspect of the present invention.
- FIG. 7 is yet another perspective view of another aspect of the present invention.
- FIG. 8 is a perspective sectional view of the invention depicted in FIG. 7 .
- FIG. 9 is another perspective sectional view of the invention depicted in FIG. 7 .
- an aspect of the present invention includes a reusable anchor bolt holder 20 having an anchor bolt engagement section 22 , an attachment section 30 having a first attachment section 24 , a second attachment section 26 a lock 44 .
- the anchor bolt engagement section 22 is generally configured to accept an anchor bolt 52 , such as those typically used in either commercial or residential construction, through a defined anchor bolt bore 28 .
- the first attachment section 24 and the second attachment section 26 are generally disposed on opposite ends of the anchor bolt holder 20 and are generally biased relative to one another.
- a lock 44 serves to hold the anchor bolt holder 20 in a closed position. Specific details of the anchor bolt holder 20 are described with more particularity below.
- anchor bolt holder 20 is suitably constructed from any variety of materials.
- a polymeric compound capable of being injection molded may be used. Suitable, non-limiting examples of such a material include high density polyethylene (HDPE), polycarbonate, and polystyrene.
- HDPE high density polyethylene
- polycarbonate polycarbonate
- polystyrene polystyrene
- material choice will be dependent upon the material meeting certain mechanical and formability characteristics. For example, the material should be of medium to high strength and impact resistance. Additionally, the material should be relatively easy and inexpensive to form. Those skilled in the art may choose to use other materials meeting these general guidelines without exceeding the spirit and scope of this invention.
- the anchor bolt engagement section 22 is generally considered the part of the anchor bolt holder 20 that engages the anchor bolt 52 and also functions as or includes a basic hinge between the first attachment section 24 and the second attachment section 26 .
- the anchor bolt engagement section 22 includes an anchor bolt bore 28 extending therethrough.
- the anchor bolt bore 28 is typically configured to partially or fully encircle a portion of the anchor bolt 52 extending above the concrete (concrete not shown for simplicity reason only).
- Lands 40 may be disposed on an inner surface of the anchor bolt bore 28 to assist the anchor bolt engagement section 22 with engagement of the anchor bolt 52 .
- the lands 40 may be may be vertically or horizontally arranged relative to and within the anchor bolt bore 28 . Additionally, the lands 40 may be arranged in a spiral fashion within the anchor bolt bore 28 , similar to threads within a pipe. Additionally, the anchor bolt bore 28 may be entirely or partially free of lands 40 .
- a hinge region 32 a of the anchor bolt engagement section 22 may be achieved in any variety of manners known in the art.
- FIGS. 1 and 2 an aspect of the present invention is depicted in FIGS. 1 and 2 , where it will be appreciated that the desired hinge region 32 a is achieved generally through material choice and bore wall thickness within the hinge region 32 a .
- FIGS. 3 and 4 depict an additional arrangement for the hinge region 32 b .
- the hinge region 32 b includes a hinge structure, in this case a bellows type arrangement. Any type of hinge is considered within the scope of this invention, such as, without limitation, a piano hinge (not shown) or other such hinge structure or configuration.
- the anchor bolt holder 20 includes an attachment section 30 that includes a first engagement section 24 and a second engagement section 26 .
- the attachment section 30 is generally that part of the anchor bolt holder 20 configured to attach the anchor bolt holder 20 to a separate support structure 54 , such as a concrete form or other structural support.
- a separate support structure 54 such as a concrete form or other structural support.
- the first engagement section 24 and a second engagement section 26 are substantially similar hinged elements configured to work together to both lock the anchor bolt holder 20 around an anchor bolt 52 , and also provide the structure to attach the anchor bolt holder 20 to the separate support structure 54 .
- the first engagement section 24 and the second engagement section 26 also include a buttress section 48 .
- the buttress section 48 is generally that section of the first engagement section 24 and the second engagement section 26 that overlap one another. Those skilled in the art will appreciate that the buttress section 48 is configured to provide stability between the first engagement section 24 and a second engagement section 26 when the anchor bolt holder 20 is in a closed position. As depicted in the FIGURES, the buttress section 48 may be either coplanar elements such as in FIG. 1 , or it may include a different geometry such as shown in FIG. 3 .
- the fastener bores 36 are configured to receive mechanical fasteners such as, nails, screws or staples. Additionally, the fastener bores 36 are also included in the buttress section 48 .
- the fastener bore 36 in the buttress section 48 of the first engagement section 24 is arranged to align with fastener bore 36 in the buttress section 48 of the second engagement section 24 when the anchor bolt holder 20 is in a closed position such that a single fastener (not shown) may pass through both elements of the buttress section 48 .
- the first engagement section 24 and a second engagement section 26 also include a lock 44 .
- the lock 44 functions to releasably hold the first engagement section 24 to the second engagement section 26 .
- FIGS. 1 and 2 depict one possible lock 44 design.
- the lock 44 is on an outer periphery of the first engagement section 24 and the second engagement section 26 , and includes a hook 46 and tab 42 arrangement.
- FIGS. 3 and 4 depict another lock 44 design that is within the scope of this invention.
- the buttress section 48 functions as the lock 44 .
- a mating faces of the buttress section 48 are inclined and the related mating faces include a hook 46 and tab 42 arrangement.
- FIGS. 7 and 8 depict yet another lock 44 design.
- the mating faces of the buttress section 48 are inclined.
- the lock 44 includes a hook 46 and tab 42 arrangement disposed on an outer periphery of the attachment section 30 .
- the overall geometry of the anchor bolt holder 20 is variable, and largely dependent upon the overall dimensions of the application. Those skilled in the art will appreciated that the height “H” of the anchor bolt engagement section 22 is variable and largely dependent upon application. However, the height “H” should be at least great enough to create enough surface area contact between the anchor bolt bore 28 and the anchor bolt 52 such that any torsional moment between the two elements is adequately absorbed by the anchor bolt holder 20 . Further, the overall length “L” of the anchor bolt holder 20 will also be selected to allow for proper positioning of the anchor bolt 52 relative to the concrete form wall (not shown). Still further, the overall width “W” of the attachment section 30 will be selected to provide the anchor bolt holder 20 with a sufficient base to resist any unwanted motion. Thus, the overall geometry of the anchor bolt holder 20 is not intended to be a limitation of the present invention.
- a user places the anchor bolt holder 20 over an anchor bolt 52 such that the anchor bolt 52 is substantially encircled within the anchor bolt bore 28 .
- the first engagement section 24 and a second engagement section 26 are then brought together and locked such that the anchor bolt holder 20 is relatively securely attached to the anchor bolt 28 .
- the user positions the anchor bolt 28 in its desired spatial location within the concrete form and subsequently attaches the locked first engagement section 24 and a second engagement section 26 to some supporting structure such as a concrete form or other framework to secure the anchor bolt 28 . Concrete may then be poured and allowed to cure before the anchor bolt holder 20 is removed to be used again on anther project.
- anchor bolt holder 20 may be positioned on the anchor bolt 52 such that anchor bolt holder 20 is positioned well above the concrete fill level.
- a user may finish the concrete around the anchor bolt holder 20 without having any structural impediments to work around.
- the user may position the anchor bolt holder 20 such that anchor bolt holder 20 is positioned just above the concrete fill level, or anywhere in-between depending upon user preference.
- the anchor bolt holder 20 may be used singly, or in combination with an anchor bolt spacer (not shown).
- a suitable anchor bolt spacer is described in a co-filed patent application entitled “ANCHOR BOLT SPACER” with attorney docket number 25601, the teachings of which are hereby incorporated by reference.
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
- This invention relates generally to construction materials and, more specifically to structures designed to maintain the alignment of anchor bolts within a foundation during the pouring and curing of concrete.
- A common problem faced in both residential and commercial construction is maintaining proper alignment or position of anchor bolts during the pouring and curing of concrete foundation. Maintaining proper alignment or position of anchor bolts relative to a concrete foundation is important for a variety of reasons. Anchor bolts that inadvertently move may end up too close to the concrete foundation's outer wall and thus be prone to “breaking out” of the concrete foundation at a later time, thereby weakening the entire structure. Further, misaligned or improperly positioned anchor bolts create costly construction delays as the wall structures, such as shear panels or prefabricated wall framing, must be reconfigured or modified to accept the misaligned or improperly positioned anchor bolts. As such, there is a need to provide a low cost method of maintaining the proper position of an anchor bolt within a concrete from during the pouring and curing of concrete structures.
- The present invention is a reusable anchor bolt holder that is cost efficient and overcomes the problems of anchor bolts shifting during the pouring and curing of concrete.
- The reusable anchor bolt holder of the present invention includes an anchor bolt engagement section that defines a bore configured to receive an anchor bolt, such as those used in typical commercial or residential construction practices to transmit roof and wall loading into the foundation. The anchor bolt holder also includes an attachment section connected with the anchor bolt engagement section. The attachment section includes a first attachment section and a second attachment section, both of which are hingedly connected with the anchor bolt engagement section. Additionally, the anchor bolt holder includes a lock configured to releaseably couple the first attachment section with the second attachment section. Still further, the first attachment section and the second attachment section include at least one fastener bore that is configured to allow for standard mechanical fastening, such as screws for nails, of the anchor bolt holder to a supporting structure.
- The preferred and alternative embodiments of the present invention are described in detail below with reference to the following drawings.
-
FIG. 1 is a perspective view of an aspect of an anchor bolt holder according to the present invention; -
FIG. 2 is a bottom view of another aspect of the present invention; -
FIG. 3 is another perspective view of an aspect of an anchor bolt holder according to the present invention; -
FIG. 4 is another perspective view of an aspect of an anchor bolt holder according to the present invention; -
FIG. 5 is a side view of another aspect of the present invention; and, -
FIG. 6 , is a perspective view of another aspect of the present invention; -
FIG. 7 , is yet another perspective view of another aspect of the present invention; -
FIG. 8 , is a perspective sectional view of the invention depicted inFIG. 7 , and, -
FIG. 9 , is another perspective sectional view of the invention depicted inFIG. 7 . - The present invention provides a system for maintaining the proper position of an anchor bolt within and relative to a concrete form during the pouring and curing of concrete. By way of overview and with reference to
FIGS. 1 and 6 , an aspect of the present invention includes a reusableanchor bolt holder 20 having an anchorbolt engagement section 22, anattachment section 30 having afirst attachment section 24, a second attachment section 26 alock 44. The anchorbolt engagement section 22 is generally configured to accept ananchor bolt 52, such as those typically used in either commercial or residential construction, through a definedanchor bolt bore 28. Thefirst attachment section 24 and thesecond attachment section 26 are generally disposed on opposite ends of theanchor bolt holder 20 and are generally biased relative to one another. Alock 44 serves to hold theanchor bolt holder 20 in a closed position. Specific details of theanchor bolt holder 20 are described with more particularity below. - Those skilled in the art will appreciate the
anchor bolt holder 20 is suitably constructed from any variety of materials. For example, a polymeric compound capable of being injection molded may be used. Suitable, non-limiting examples of such a material include high density polyethylene (HDPE), polycarbonate, and polystyrene. Those skilled in the art will further appreciate that material choice will be dependent upon the material meeting certain mechanical and formability characteristics. For example, the material should be of medium to high strength and impact resistance. Additionally, the material should be relatively easy and inexpensive to form. Those skilled in the art may choose to use other materials meeting these general guidelines without exceeding the spirit and scope of this invention. - With regards to
FIGS. 1-6 , the anchorbolt engagement section 22 is generally considered the part of theanchor bolt holder 20 that engages theanchor bolt 52 and also functions as or includes a basic hinge between thefirst attachment section 24 and thesecond attachment section 26. The anchorbolt engagement section 22 includes ananchor bolt bore 28 extending therethrough. Theanchor bolt bore 28 is typically configured to partially or fully encircle a portion of theanchor bolt 52 extending above the concrete (concrete not shown for simplicity reason only). -
Lands 40 may be disposed on an inner surface of theanchor bolt bore 28 to assist the anchorbolt engagement section 22 with engagement of theanchor bolt 52. Thelands 40 may be may be vertically or horizontally arranged relative to and within the anchor bolt bore 28. Additionally, thelands 40 may be arranged in a spiral fashion within the anchor bolt bore 28, similar to threads within a pipe. Additionally, the anchor bolt bore 28 may be entirely or partially free oflands 40. - A
hinge region 32 a of the anchorbolt engagement section 22 may be achieved in any variety of manners known in the art. For example, an aspect of the present invention is depicted inFIGS. 1 and 2 , where it will be appreciated that the desiredhinge region 32 a is achieved generally through material choice and bore wall thickness within thehinge region 32 a. Additionally,FIGS. 3 and 4 depict an additional arrangement for the hinge region 32 b. In this arrangement, it will be appreciated that the hinge region 32 b includes a hinge structure, in this case a bellows type arrangement. Any type of hinge is considered within the scope of this invention, such as, without limitation, a piano hinge (not shown) or other such hinge structure or configuration. - With specific reference to
FIGS. 1-8 , theanchor bolt holder 20 includes anattachment section 30 that includes afirst engagement section 24 and asecond engagement section 26. For the purposes of this invention, theattachment section 30 is generally that part of theanchor bolt holder 20 configured to attach theanchor bolt holder 20 to aseparate support structure 54, such as a concrete form or other structural support. As such, those skilled in the art will appreciate that the overall geometry of theattachment section 30 may vary, and thus, is not considered to be a limitation to the scope of this invention. In general, thefirst engagement section 24 and asecond engagement section 26 are substantially similar hinged elements configured to work together to both lock theanchor bolt holder 20 around ananchor bolt 52, and also provide the structure to attach theanchor bolt holder 20 to theseparate support structure 54. - The
first engagement section 24 and thesecond engagement section 26 also include abuttress section 48. Thebuttress section 48 is generally that section of thefirst engagement section 24 and thesecond engagement section 26 that overlap one another. Those skilled in the art will appreciate that thebuttress section 48 is configured to provide stability between thefirst engagement section 24 and asecond engagement section 26 when theanchor bolt holder 20 is in a closed position. As depicted in the FIGURES, thebuttress section 48 may be either coplanar elements such as inFIG. 1 , or it may include a different geometry such as shown inFIG. 3 . - Disposed around a periphery of the
first engagement section 24 and asecond engagement section 26 are a plurality offastener bores 36. Thefastener bores 36 are configured to receive mechanical fasteners such as, nails, screws or staples. Additionally, thefastener bores 36 are also included in thebuttress section 48. The fastener bore 36 in thebuttress section 48 of thefirst engagement section 24 is arranged to align withfastener bore 36 in thebuttress section 48 of thesecond engagement section 24 when theanchor bolt holder 20 is in a closed position such that a single fastener (not shown) may pass through both elements of thebuttress section 48. - The
first engagement section 24 and asecond engagement section 26 also include alock 44. Thelock 44 functions to releasably hold thefirst engagement section 24 to thesecond engagement section 26. With regards to structure, any knownlock 44 is considered within the scope of this invention.FIGS. 1 and 2 depict onepossible lock 44 design. Specifically, thelock 44 is on an outer periphery of thefirst engagement section 24 and thesecond engagement section 26, and includes ahook 46 andtab 42 arrangement.FIGS. 3 and 4 depict anotherlock 44 design that is within the scope of this invention. In this arrangement the buttresssection 48 functions as thelock 44. Specifically, a mating faces of thebuttress section 48 are inclined and the related mating faces include ahook 46 andtab 42 arrangement. Still further,FIGS. 7 and 8 depict yet anotherlock 44 design. The mating faces of thebuttress section 48 are inclined. However, in this arrangement, thelock 44 includes ahook 46 andtab 42 arrangement disposed on an outer periphery of theattachment section 30. - The overall geometry of the
anchor bolt holder 20 is variable, and largely dependent upon the overall dimensions of the application. Those skilled in the art will appreciated that the height “H” of the anchorbolt engagement section 22 is variable and largely dependent upon application. However, the height “H” should be at least great enough to create enough surface area contact between the anchor bolt bore 28 and theanchor bolt 52 such that any torsional moment between the two elements is adequately absorbed by theanchor bolt holder 20. Further, the overall length “L” of theanchor bolt holder 20 will also be selected to allow for proper positioning of theanchor bolt 52 relative to the concrete form wall (not shown). Still further, the overall width “W” of theattachment section 30 will be selected to provide theanchor bolt holder 20 with a sufficient base to resist any unwanted motion. Thus, the overall geometry of theanchor bolt holder 20 is not intended to be a limitation of the present invention. - Referring to
FIG. 6 , in operation, prior to pouring concrete, a user places theanchor bolt holder 20 over ananchor bolt 52 such that theanchor bolt 52 is substantially encircled within the anchor bolt bore 28. Thefirst engagement section 24 and asecond engagement section 26 are then brought together and locked such that theanchor bolt holder 20 is relatively securely attached to theanchor bolt 28. The user then positions theanchor bolt 28 in its desired spatial location within the concrete form and subsequently attaches the lockedfirst engagement section 24 and asecond engagement section 26 to some supporting structure such as a concrete form or other framework to secure theanchor bolt 28. Concrete may then be poured and allowed to cure before theanchor bolt holder 20 is removed to be used again on anther project. - It will be appreciated that
anchor bolt holder 20 may be positioned on theanchor bolt 52 such thatanchor bolt holder 20 is positioned well above the concrete fill level. Thus, a user may finish the concrete around theanchor bolt holder 20 without having any structural impediments to work around. Conversely, the user may position theanchor bolt holder 20 such thatanchor bolt holder 20 is positioned just above the concrete fill level, or anywhere in-between depending upon user preference. - The
anchor bolt holder 20 may be used singly, or in combination with an anchor bolt spacer (not shown). A suitable anchor bolt spacer is described in a co-filed patent application entitled “ANCHOR BOLT SPACER” with attorney docket number 25601, the teachings of which are hereby incorporated by reference. - While an embodiment of the invention has been illustrated and described, as noted above, many changes can be made without departing from the spirit and scope of the invention. Accordingly, the scope of the invention is not limited by the disclosure of the discussed embodiment. Instead, the invention should be determined entirely by reference to the claims that follow.
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US10/956,931 US20060070312A1 (en) | 2004-09-30 | 2004-09-30 | Anchor bolt holder |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US10/956,931 US20060070312A1 (en) | 2004-09-30 | 2004-09-30 | Anchor bolt holder |
Publications (1)
Publication Number | Publication Date |
---|---|
US20060070312A1 true US20060070312A1 (en) | 2006-04-06 |
Family
ID=36124163
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/956,931 Abandoned US20060070312A1 (en) | 2004-09-30 | 2004-09-30 | Anchor bolt holder |
Country Status (1)
Country | Link |
---|---|
US (1) | US20060070312A1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20060070337A1 (en) * | 2004-09-30 | 2006-04-06 | Fouch Lucas B | Anchor bolt spacer |
US20120285119A1 (en) * | 2011-05-09 | 2012-11-15 | Jan Jim Gruen | Fundation anchor bolt holder |
-
2004
- 2004-09-30 US US10/956,931 patent/US20060070312A1/en not_active Abandoned
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20060070337A1 (en) * | 2004-09-30 | 2006-04-06 | Fouch Lucas B | Anchor bolt spacer |
US20120285119A1 (en) * | 2011-05-09 | 2012-11-15 | Jan Jim Gruen | Fundation anchor bolt holder |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
AS | Assignment |
Owner name: WEYERHAEUSER COMPANY, WASHINGTON Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:FOUCH, LUCAS B.;METZKER, TERRY K.;SOULE, SCOTT A.;AND OTHERS;REEL/FRAME:015796/0200;SIGNING DATES FROM 20041201 TO 20041209 |
|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |
|
AS | Assignment |
Owner name: WEYERHAEUSER NR COMPANY, WASHINGTON Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:WEYERHAEUSER COMPANY;REEL/FRAME:022835/0233 Effective date: 20090421 Owner name: WEYERHAEUSER NR COMPANY,WASHINGTON Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:WEYERHAEUSER COMPANY;REEL/FRAME:022835/0233 Effective date: 20090421 |