US20080302045A1 - Hinged insulated concrete form - Google Patents
Hinged insulated concrete form Download PDFInfo
- Publication number
- US20080302045A1 US20080302045A1 US11/760,396 US76039607A US2008302045A1 US 20080302045 A1 US20080302045 A1 US 20080302045A1 US 76039607 A US76039607 A US 76039607A US 2008302045 A1 US2008302045 A1 US 2008302045A1
- Authority
- US
- United States
- Prior art keywords
- sidewall
- concrete form
- indicia
- insulated concrete
- hinge
- 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
- 239000006260 foam Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000007789 sealing Methods 0.000 description 2
- 239000006261 foam material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002991 molded plastic Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/867—Corner details
Definitions
- the present invention relates to concrete form and, more particularly, to insulated concrete forms that may be configured at any desired angle.
- Insulated concrete forms made of polymeric foam material are known. Such forms generally include a pair of laterally spaced-apart side walls made of polymeric foam which present a cavity therebetween. A plurality of these forms is connected together to present longitudinally and vertically aligned cavities for pouring concrete therein.
- An insulated concrete form is provided that includes a hinge in one of the side walls.
- the hinge permits the concrete form to be adapted to a desired angle while sealing one corner of the form.
- the other side of the form may be cut to the desired angle and the form set in place.
- FIG. 1 is a front elevational view of the insulated concrete form with an integrated hinge of the present invention.
- FIG. 2 is a left end view of the insulated concrete form of FIG. 1 .
- FIG. 3 is a top view of the insulated concrete form of FIG. 1 .
- FIG. 4 is the insulated concrete form of FIG. 3 shown with a section removed.
- FIG. 5 is the insulated concrete form of FIG. 4 with a section pivoted to a desired angle.
- FIG. 6 is the insulated concrete form of FIG. 3 with indicia for angled cuts.
- FIG. 7 is a rear elevational view of the insulated concrete form of FIG. 6 showing indicia corresponding to the indicia of FIG. 6 .
- FIG. 8 is a perspective view of a partial wall showing alternating hinged corners.
- Insulated concrete form 10 includes a pair of sidewalls 12 and 14 held in a spaced-apart relationship by ribs or form ties 16 to form a channel 18 .
- the top and bottom surfaces of sidewalls 12 and 14 include an alternating pattern of raised blocks 20 which allow the forms 10 to be stacked and locked together to form a wall.
- the ribs 16 may includes fingers (not shown) extending upwardly or downwardly to secure rebar (not shown) running longitudinally through the channel 18 to reinforce concrete poured in the channel 18 .
- the sidewalls 12 and 14 are made of a polymeric material known in the art with the ribs 16 typically made of molded plastic. The ends of the ribs 16 are embedded in the sidewalls 12 and 14 to maintain an even spacing and to provide lateral support for the concrete wall.
- Sidewall 14 includes an embedded hinge 22 which runs from the top to the bottom of sidewall 14 .
- a piano-type hinge is shown in FIG. 1 , however, two or more separate hinges may be used. It is contemplated that the hinge may be a solid plastic or other suitable material piece bendable along a fold line.
- a V-shaped notch 26 is provided on the channel side surface 24 of sidewall 14 to allow clearance for the hinged sidewall 14 as further described below.
- a section 28 of the sidewall 12 is removed by cutting the foam to the desired angle.
- the sidewall 12 is cut at a 15 degree angle on either side of a line normal to the surface of sidewall 12 and intersecting hinge 22 in sidewall 14 .
- the end 30 of form 10 may be pivoted about hinge 22 until the exposed surfaces 32 and 34 of sidewall 12 meet to form a 150 degree angle, and thus a 60 degree corner.
- template lines are shown which correspond to a desired angled corner.
- template lines 42 correspond to a section 44 which may be removed from sidewalls 12 to form a 150 degree corner as shown above in FIG. 5 .
- Template lines 46 correspond to a section 48 which may be removed from sidewall 12 to form a a 135 degree corner.
- template lines 50 correspond to section 52 which may be removed from sidewall 12 to form a 120 degree corner.
- the template lines may be included to provide the user with a quick and accurate way to cut the form 10 to create the desired corner angle.
- the three sets of lines shown are for illustrative purposes only. Additional lines may be provided in five degree increments and include a label or color coding, for example.
- the template lines may also be printed on the inside and bottom surfaces of sidewall 12 to aid the worker in making an accurate cut.
- a series of insulated concrete forms 10 may be fitted together and stacked alternating the pattern to form a wall 60 .
- concrete may be poured into the channel 18 to form a structural wall for a foundation or above grade wall for a house or other building.
- Finishing materials such as drywall (on the interior surface), rock or stucco (on the exterior surface) may be applied directly to the surfaces of the forms 10 to finish the wall as desired.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
An insulated concrete form is provided with a hinge on one of the side walls and indicia on the opposite side wall. The indicia indicate a desired angle for a wall being constructed, and which presents cut lines to remove a section of the opposite wall. The concrete form is then rotated about the hinge to the desired angle and set in place. A plurality of sections may be stacked to form a wall of any desired height and length.
Description
- The present invention relates to concrete form and, more particularly, to insulated concrete forms that may be configured at any desired angle.
- Insulated concrete forms made of polymeric foam material are known. Such forms generally include a pair of laterally spaced-apart side walls made of polymeric foam which present a cavity therebetween. A plurality of these forms is connected together to present longitudinally and vertically aligned cavities for pouring concrete therein.
- One problem with these concrete forms is that they cannot easily be manipulated to form walls with corners with angles other than 90 or 135 degrees. If a wall being formed includes a 150 degree angle, for example, the concrete forms have to be cut and fitted together. When concrete is poured into the forms, if the corners are not sealed concrete may leak through the gaps at the corner. The leaked concrete requires additional time for clean up, finishing once the concrete has set, or is not aesthetically pleasing. This process of sealing the corners requires additional OSB to seal the gaps in the foam as well as additional bracing. Furthermore, mismatched or poorly cut forms result in waste.
- An insulated concrete form is provided that includes a hinge in one of the side walls. The hinge permits the concrete form to be adapted to a desired angle while sealing one corner of the form. The other side of the form may be cut to the desired angle and the form set in place.
-
FIG. 1 is a front elevational view of the insulated concrete form with an integrated hinge of the present invention. -
FIG. 2 is a left end view of the insulated concrete form ofFIG. 1 . -
FIG. 3 is a top view of the insulated concrete form ofFIG. 1 . -
FIG. 4 is the insulated concrete form ofFIG. 3 shown with a section removed. -
FIG. 5 is the insulated concrete form ofFIG. 4 with a section pivoted to a desired angle. -
FIG. 6 is the insulated concrete form ofFIG. 3 with indicia for angled cuts. -
FIG. 7 is a rear elevational view of the insulated concrete form ofFIG. 6 showing indicia corresponding to the indicia ofFIG. 6 . -
FIG. 8 is a perspective view of a partial wall showing alternating hinged corners. - Referring initially to
FIGS. 1-3 , a hinged insulated concrete form of the present invention is generally indicated byreference numeral 10.Insulated concrete form 10 includes a pair of 12 and 14 held in a spaced-apart relationship by ribs or formsidewalls ties 16 to form achannel 18. The top and bottom surfaces of 12 and 14 include an alternating pattern of raisedsidewalls blocks 20 which allow theforms 10 to be stacked and locked together to form a wall. - The
ribs 16 may includes fingers (not shown) extending upwardly or downwardly to secure rebar (not shown) running longitudinally through thechannel 18 to reinforce concrete poured in thechannel 18. The 12 and 14 are made of a polymeric material known in the art with thesidewalls ribs 16 typically made of molded plastic. The ends of theribs 16 are embedded in the 12 and 14 to maintain an even spacing and to provide lateral support for the concrete wall.sidewalls -
Sidewall 14 includes an embeddedhinge 22 which runs from the top to the bottom ofsidewall 14. A piano-type hinge is shown inFIG. 1 , however, two or more separate hinges may be used. It is contemplated that the hinge may be a solid plastic or other suitable material piece bendable along a fold line. On thechannel side surface 24 ofsidewall 14, a V-shaped notch 26 is provided to allow clearance for the hingedsidewall 14 as further described below. - Referring to
FIGS. 4 and 5 , to make a corner of any desired angle, asection 28 of thesidewall 12 is removed by cutting the foam to the desired angle. As shown inFIG. 4 , thesidewall 12 is cut at a 15 degree angle on either side of a line normal to the surface ofsidewall 12 and intersectinghinge 22 insidewall 14. With a section ofsidewall 12 removed, theend 30 ofform 10 may be pivoted abouthinge 22 until the exposed 32 and 34 ofsurfaces sidewall 12 meet to form a 150 degree angle, and thus a 60 degree corner. - Referring to
FIGS. 6 and 7 , three different angled cuts are illustrated with the corresponding section which would be removed fromsidewall 12. The raised blocks are not shown inFIG. 6 to clearly show the indicia. On the upper 38 andside 40 surfaces ofsidewall 12, template lines are shown which correspond to a desired angled corner. For example,template lines 42 correspond to asection 44 which may be removed fromsidewalls 12 to form a 150 degree corner as shown above inFIG. 5 .Template lines 46 correspond to asection 48 which may be removed fromsidewall 12 to form a a 135 degree corner. Likewise,template lines 50 correspond to section 52 which may be removed fromsidewall 12 to form a 120 degree corner. The template lines may be included to provide the user with a quick and accurate way to cut theform 10 to create the desired corner angle. The three sets of lines shown are for illustrative purposes only. Additional lines may be provided in five degree increments and include a label or color coding, for example. The template lines may also be printed on the inside and bottom surfaces ofsidewall 12 to aid the worker in making an accurate cut. - Referring to
FIG. 8 , a series of insulatedconcrete forms 10 may be fitted together and stacked alternating the pattern to form awall 60. Once the wall is completed, concrete may be poured into thechannel 18 to form a structural wall for a foundation or above grade wall for a house or other building. Finishing materials such as drywall (on the interior surface), rock or stucco (on the exterior surface) may be applied directly to the surfaces of theforms 10 to finish the wall as desired. - It is to be understood that while certain forms of this invention have been illustrated and described, it is not limited thereto, except in so far as such limitations are included in the following claims and allowable equivalents thereof.
Claims (15)
1. An insulated concrete form comprising:
first and second laterally spaced apart sidewalls for presenting a cavity therebetween, said sidewalls joined by a plurality of ribs,
a hinge embedded in said first sidewall and dividing said first side wall into left and right halves, and
indicia affixed to an upper surface of said second sidewall opposite said hinge,
wherein said indicia demark cut lines for removing a section of said second sidewall corresponding to a desired angle, and
wherein when said section is removed said first sidewall is pivoted about said hinge to said desired angle.
2. The insulated concrete form as set forth in claim 1 further comprising a plurality of indicia affixed to said upper surface of said second sidewall opposite said hinge corresponding to a plurality of angles.
3. The insulated concrete form as set forth in claim 1 further comprising indicia on an inner and outer surface of said second sidewall aligned with the ends of said indicia on said upper surface of said second side wall.
4. The insulated concrete form as set forth in claim 1 wherein said hinge extends from an upper surface of said first sidewall to a lower surface of said sidewall.
5. The insulated concrete form as set forth in claim 1 wherein said desired angle is from 180 degrees to 90 degrees.
6. The insulated concrete form as set forth in claim 1 wherein said desired angle is less than 90 degrees.
7. An insulated concrete form comprising:
first and second laterally spaced apart sidewalls for presenting a cavity therebetween, said sidewalls joined by a plurality of ribs,
a hinge embedded in said first sidewall and dividing said first side wall into left and right halves, and
indicia affixed to an upper surface of said second sidewall opposite said hinge corresponding to a plurality of angles,
wherein said indicia demark cut lines for removing a section of said second sidewall corresponding to a desired angle, and
wherein when said section is removed said first sidewall is pivoted about said hinge to said desired angle.
8. The insulated concrete form as set forth in claim 7 further comprising indicia on an inner and outer surface of said second sidewall aligned with the ends of said indicia on said upper surface of said second side wall.
9. The insulated concrete form as set forth in claim 7 wherein said hinge extends from an upper surface of said first sidewall to a lower surface of said sidewall.
10. The insulated concrete form as set forth in claim 7 wherein said desired angle is from 180 degrees to 90 degrees.
11. The insulated concrete form as set forth in claim 7 wherein said desired angle is less than 90 degrees.
12. An insulated concrete form comprising:
first and second laterally spaced apart sidewalls for presenting a cavity therebetween, said sidewalls joined by a plurality of ribs,
a hinge embedded in said first sidewall and dividing said first side wall into left and right halves, and
first indicia affixed to an upper surface of said second sidewall opposite said hinge corresponding to a plurality of angles,
second indicia on an inner surface of said second sidewall aligned with one end of said first indicia on said upper surface of said second side wall,
third indicia on an outer surface of said second sidewall aligned with another end of said first indicia on said upper surface of said second side wall.
wherein said indicia demark cut lines for removing a section of said second sidewall corresponding to a desired angle, and
wherein when said section is removed said first sidewall is pivoted about said hinge to said desired angle.
13. The insulated concrete form as set forth in claim 12 wherein said hinge extends from an upper surface of said first sidewall to a lower surface of said sidewall.
14. The insulated concrete form as set forth in claim 12 wherein said desired angle is from 180 degrees to 90 degrees.
15. The insulated concrete form as set forth in claim 12 wherein said desired angle is less than 90 degrees.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US11/760,396 US20080302045A1 (en) | 2007-06-08 | 2007-06-08 | Hinged insulated concrete form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US11/760,396 US20080302045A1 (en) | 2007-06-08 | 2007-06-08 | Hinged insulated concrete form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20080302045A1 true US20080302045A1 (en) | 2008-12-11 |
Family
ID=40094573
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US11/760,396 Abandoned US20080302045A1 (en) | 2007-06-08 | 2007-06-08 | Hinged insulated concrete form |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US20080302045A1 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20100126084A1 (en) * | 2008-11-26 | 2010-05-27 | Sill Glenn E | Alignment Brace For Insulated Concrete Walls And Method Of Construction |
| US20100251645A1 (en) * | 2007-10-30 | 2010-10-07 | Phil -Insul Corporation | Concrete form bucks |
| US20130036688A1 (en) * | 2010-04-30 | 2013-02-14 | Ambe Engineering Pty Ltd | System For Forming An Insulated Concrete Thermal Mass Wall |
| US9091062B2 (en) | 2010-10-07 | 2015-07-28 | Airlite Plastics Co. | Hinged corner form for an insulating concrete form system |
| CN111005323A (en) * | 2020-01-02 | 2020-04-14 | 中铁十九局集团第六工程有限公司 | Supporting method and device for variable-slope cover beam end mold of highway bridge engineering |
| CN115405329A (en) * | 2022-06-09 | 2022-11-29 | 西京学院 | Tunnel concrete construction device |
| US20240301689A1 (en) * | 2016-06-24 | 2024-09-12 | Apache Industrial Services, Inc. | Formwork System |
Citations (31)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3941105A (en) * | 1973-11-08 | 1976-03-02 | Honda Giken Kogyo Kabushiki Kaisha | Exhaust gas recirculation for three-valve engine |
| US3990672A (en) * | 1975-01-27 | 1976-11-09 | C. O. Buchanan | Concrete column form |
| US4105185A (en) * | 1976-10-01 | 1978-08-08 | Cooper Leonard W | Connection plate for panels of a concrete form |
| US4258897A (en) * | 1979-10-15 | 1981-03-31 | Stees Gene R | Structure for forming concrete troughs in the ground |
| US4279399A (en) * | 1979-02-01 | 1981-07-21 | Rampf Kg Formen Gmbh & Co. | Concrete beam molding apparatus |
| US4320888A (en) * | 1979-06-20 | 1982-03-23 | Oury Ralph M | Concrete form systems and components thereof |
| US4340200A (en) * | 1979-11-26 | 1982-07-20 | Stegmeier William J | Spring clip and molding form utilizing same |
| US4389831A (en) * | 1981-05-26 | 1983-06-28 | Sharon K. Baumann Trust | Simplified construction system |
| US4671493A (en) * | 1986-02-24 | 1987-06-09 | Ravencroft Gary N | Stake puller for concrete form stakes |
| US5039058A (en) * | 1990-07-10 | 1991-08-13 | Boeshart Patrick E | Hinged tie for forming angles walls |
| US5137251A (en) * | 1989-08-30 | 1992-08-11 | Economy Forms Corporation | Pour window for a concrete form |
| US5343667A (en) * | 1993-07-06 | 1994-09-06 | Peden Frank G | Form brace |
| US5465542A (en) * | 1992-05-29 | 1995-11-14 | Terry; Verl O. | Interblocking concrete form modules |
| US5788874A (en) * | 1996-03-21 | 1998-08-04 | Tucker, Jr.; Bascom Murray | Leak resistant hinge for use in concrete structure fabrication |
| US5792394A (en) * | 1996-08-30 | 1998-08-11 | Ellis; Billy D. | Animal pen slat repair method |
| US5845445A (en) * | 1996-12-03 | 1998-12-08 | Blackbeard; Geoffrey J. | Insulated concrete form |
| US5887401A (en) * | 1997-07-24 | 1999-03-30 | Eco-Block Llc | Concrete form system |
| US5930958A (en) * | 1997-08-20 | 1999-08-03 | Starfoam Manufacturing Inc. | Insulated concrete form system |
| US6119432A (en) * | 1999-09-03 | 2000-09-19 | Niemann; Michael H. | Concrete form wall building system |
| US6314697B1 (en) * | 1998-10-26 | 2001-11-13 | James D. Moore, Jr. | Concrete form system connector link and method |
| US6318040B1 (en) * | 1999-10-25 | 2001-11-20 | James D. Moore, Jr. | Concrete form system and method |
| US6321497B1 (en) * | 1999-02-02 | 2001-11-27 | First Choice Manufacturing Ltd. | Web for insulated concrete form |
| US6378260B1 (en) * | 2000-07-12 | 2002-04-30 | Phoenix Systems & Components, Inc. | Concrete forming system with brace ties |
| US6530185B1 (en) * | 1998-08-03 | 2003-03-11 | Arxx Building Products, Inc. | Buck for use with insulated concrete forms |
| US6605240B2 (en) * | 2000-02-18 | 2003-08-12 | Symons Corporation | Over the top hinged concrete form and method of using the same |
| US6622452B2 (en) * | 1999-02-09 | 2003-09-23 | Energy Efficient Wall Systems, L.L.C. | Insulated concrete wall construction method and apparatus |
| US6647686B2 (en) * | 2001-03-09 | 2003-11-18 | Daniel D. Dunn | System for constructing insulated concrete structures |
| US6915613B2 (en) * | 2002-12-02 | 2005-07-12 | Cellox Llc | Collapsible concrete forms |
| US6995242B2 (en) * | 2002-07-15 | 2006-02-07 | The Lauridsen Group, Inc. | Process for producing insoluble and soluble collagen protein products from poultry skins and use thereof |
| US7004737B2 (en) * | 2001-08-20 | 2006-02-28 | Matthew Russell | Methods and apparatus for forming concrete structures |
| US7082728B1 (en) * | 2002-05-20 | 2006-08-01 | Plantilock Corporation | Electrical box for use with insulated concrete form building systems |
-
2007
- 2007-06-08 US US11/760,396 patent/US20080302045A1/en not_active Abandoned
Patent Citations (32)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3941105A (en) * | 1973-11-08 | 1976-03-02 | Honda Giken Kogyo Kabushiki Kaisha | Exhaust gas recirculation for three-valve engine |
| US3990672A (en) * | 1975-01-27 | 1976-11-09 | C. O. Buchanan | Concrete column form |
| US4105185A (en) * | 1976-10-01 | 1978-08-08 | Cooper Leonard W | Connection plate for panels of a concrete form |
| US4279399A (en) * | 1979-02-01 | 1981-07-21 | Rampf Kg Formen Gmbh & Co. | Concrete beam molding apparatus |
| US4320888A (en) * | 1979-06-20 | 1982-03-23 | Oury Ralph M | Concrete form systems and components thereof |
| US4258897A (en) * | 1979-10-15 | 1981-03-31 | Stees Gene R | Structure for forming concrete troughs in the ground |
| US4340200A (en) * | 1979-11-26 | 1982-07-20 | Stegmeier William J | Spring clip and molding form utilizing same |
| US4389831A (en) * | 1981-05-26 | 1983-06-28 | Sharon K. Baumann Trust | Simplified construction system |
| US4671493A (en) * | 1986-02-24 | 1987-06-09 | Ravencroft Gary N | Stake puller for concrete form stakes |
| US5137251A (en) * | 1989-08-30 | 1992-08-11 | Economy Forms Corporation | Pour window for a concrete form |
| US5039058A (en) * | 1990-07-10 | 1991-08-13 | Boeshart Patrick E | Hinged tie for forming angles walls |
| US5465542A (en) * | 1992-05-29 | 1995-11-14 | Terry; Verl O. | Interblocking concrete form modules |
| US5343667A (en) * | 1993-07-06 | 1994-09-06 | Peden Frank G | Form brace |
| US5788874A (en) * | 1996-03-21 | 1998-08-04 | Tucker, Jr.; Bascom Murray | Leak resistant hinge for use in concrete structure fabrication |
| US5792394A (en) * | 1996-08-30 | 1998-08-11 | Ellis; Billy D. | Animal pen slat repair method |
| US5845445A (en) * | 1996-12-03 | 1998-12-08 | Blackbeard; Geoffrey J. | Insulated concrete form |
| US5887401A (en) * | 1997-07-24 | 1999-03-30 | Eco-Block Llc | Concrete form system |
| US5930958A (en) * | 1997-08-20 | 1999-08-03 | Starfoam Manufacturing Inc. | Insulated concrete form system |
| US6530185B1 (en) * | 1998-08-03 | 2003-03-11 | Arxx Building Products, Inc. | Buck for use with insulated concrete forms |
| US6314697B1 (en) * | 1998-10-26 | 2001-11-13 | James D. Moore, Jr. | Concrete form system connector link and method |
| US6321497B1 (en) * | 1999-02-02 | 2001-11-27 | First Choice Manufacturing Ltd. | Web for insulated concrete form |
| US6622452B2 (en) * | 1999-02-09 | 2003-09-23 | Energy Efficient Wall Systems, L.L.C. | Insulated concrete wall construction method and apparatus |
| US6401413B1 (en) * | 1999-09-03 | 2002-06-11 | Michael H. Niemann | Concrete form wall building system |
| US6119432A (en) * | 1999-09-03 | 2000-09-19 | Niemann; Michael H. | Concrete form wall building system |
| US6318040B1 (en) * | 1999-10-25 | 2001-11-20 | James D. Moore, Jr. | Concrete form system and method |
| US6605240B2 (en) * | 2000-02-18 | 2003-08-12 | Symons Corporation | Over the top hinged concrete form and method of using the same |
| US6378260B1 (en) * | 2000-07-12 | 2002-04-30 | Phoenix Systems & Components, Inc. | Concrete forming system with brace ties |
| US6647686B2 (en) * | 2001-03-09 | 2003-11-18 | Daniel D. Dunn | System for constructing insulated concrete structures |
| US7004737B2 (en) * | 2001-08-20 | 2006-02-28 | Matthew Russell | Methods and apparatus for forming concrete structures |
| US7082728B1 (en) * | 2002-05-20 | 2006-08-01 | Plantilock Corporation | Electrical box for use with insulated concrete form building systems |
| US6995242B2 (en) * | 2002-07-15 | 2006-02-07 | The Lauridsen Group, Inc. | Process for producing insoluble and soluble collagen protein products from poultry skins and use thereof |
| US6915613B2 (en) * | 2002-12-02 | 2005-07-12 | Cellox Llc | Collapsible concrete forms |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20100251645A1 (en) * | 2007-10-30 | 2010-10-07 | Phil -Insul Corporation | Concrete form bucks |
| US20100126084A1 (en) * | 2008-11-26 | 2010-05-27 | Sill Glenn E | Alignment Brace For Insulated Concrete Walls And Method Of Construction |
| US7992359B2 (en) * | 2008-11-26 | 2011-08-09 | Sill Glenn E | Alignment brace for insulated concrete walls and method of construction |
| US20130036688A1 (en) * | 2010-04-30 | 2013-02-14 | Ambe Engineering Pty Ltd | System For Forming An Insulated Concrete Thermal Mass Wall |
| US9157233B2 (en) * | 2010-04-30 | 2015-10-13 | Ambe Engineering Pty Ltd | System for forming an insulated concrete thermal mass wall |
| US9091062B2 (en) | 2010-10-07 | 2015-07-28 | Airlite Plastics Co. | Hinged corner form for an insulating concrete form system |
| US9534381B2 (en) | 2010-10-07 | 2017-01-03 | Airlite Plastics Co. | Hinged corner form for an insulating concrete form system |
| US20240301689A1 (en) * | 2016-06-24 | 2024-09-12 | Apache Industrial Services, Inc. | Formwork System |
| US20240301688A1 (en) * | 2016-06-24 | 2024-09-12 | Apache Industrial Services, Inc. | Formwork System |
| CN111005323A (en) * | 2020-01-02 | 2020-04-14 | 中铁十九局集团第六工程有限公司 | Supporting method and device for variable-slope cover beam end mold of highway bridge engineering |
| CN115405329A (en) * | 2022-06-09 | 2022-11-29 | 西京学院 | Tunnel concrete construction device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20080302045A1 (en) | Hinged insulated concrete form | |
| AU2018204052B2 (en) | Formliner and method of use | |
| US11499308B2 (en) | Structure-lining apparatus with adjustable width and tool for same | |
| NZ226447A (en) | Paving block permanent female mould: multiple drainage holes in base | |
| IT202000012022A1 (en) | LEVELING SPACER DEVICE | |
| US7596918B2 (en) | Building apparatus for forming a wall construction and method for forming a wall using the apparatus | |
| AU2011287189B2 (en) | System of disposable moulds used to make-up modular formworks to build-up concrete walls featuring complex shapes | |
| KR101453360B1 (en) | A mold finish of Concrete | |
| AU637731B2 (en) | Improvements in and relating to building blocks | |
| CN101906876A (en) | Slurry leakage preventing seal device of building templates | |
| US6038822A (en) | Octagonal shaped concrete block | |
| US20160002918A1 (en) | Bonded building block assembly | |
| CN206048463U (en) | Combinable sets of brackets on top of the columns prefabricated mould | |
| KR100372827B1 (en) | Concrete level pointer | |
| AU2012261684A1 (en) | An interlocking masonry H-block | |
| CN203284944U (en) | Concrete vertical building block, angle building block and rectangular brick wall | |
| BR102023023769A2 (en) | CEMENT FORM CONSTRUCTION DEVICE | |
| WO2018037370A1 (en) | Construction system and frames for a glass brick wall | |
| BR202017007497U2 (en) | slotted concrete block | |
| JP2005336848A (en) | Manufacturing method of spacer block for reinforced concrete construction and form for molding spacer block used for it | |
| IE20100252U1 (en) | Easy brick | |
| ITPI20080115A1 (en) | COUNTERFRAME SYSTEM FOR FIXTURE ASSEMBLY | |
| JP2006028955A (en) | Flat block | |
| AU2016202955A1 (en) | An interlocking masonry H-block | |
| ZA200801767B (en) | A building panel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |