US2645929A - Tie bar for insulated concrete walls - Google Patents
Tie bar for insulated concrete walls Download PDFInfo
- Publication number
- US2645929A US2645929A US64396A US6439648A US2645929A US 2645929 A US2645929 A US 2645929A US 64396 A US64396 A US 64396A US 6439648 A US6439648 A US 6439648A US 2645929 A US2645929 A US 2645929A
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- US
- United States
- Prior art keywords
- rods
- tie
- concrete
- spaced
- tie bar
- Prior art date
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- Expired - Lifetime
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
- E04C2002/045—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete with two parallel leaves connected by tie anchors
- E04C2002/048—Bent wire anchors
Definitions
- tie rod having hooks on both n of aconcrete wall through reinforcing steel in v the sections and for holding a continuous panel of insulating material in position between the wall sections as the wall is poured.
- the tie bar of this invention is particularly adapted for retaining the insulating pad or intermediate section of my co-pending application ⁇ crete wall a continuous slab or panel is provided so lthat permanent tie rods therein are not required; however, where a concrete wall is divided by a continuous intermediate insulating panel two spaced wall sections are provided and it is necessary to permanently tie these sections together through the insulating panels.
- this invention contemplates a tie rod having hooks on the ends that may be positioned through the insulating panel with the ends extended into the intermediate part of the spaced wall sections wherein the hooks at the ends are hooked over reinforcing elements in the said spaced Wall sections.
- the object of this invention is, therefore, to provide positive tying elements for securing spaced wall sections together through reinforcing elements in the sections and with the rods extended through and holding insulating units between the sections in spaced relation to the wall sections.
- Another object of the invention is to provide means on permanently positioned tie rods for spaced concrete wall sections in which freedom of movement of the rods in relation to the sections is provided to prevent shearing the rods by uneven contraction or settling of the concrete.
- Another object of the invention is to provide a tie rod for securing spaced wall sections to- 2 1 f gether through reinforcing steel therein wherein the tying elements are installed without bolts or nuts.
- a further object of the invention is to provide self-contained'tie rods for securing spaced concrete wall sections in spaced relation with an insulating panel between the sections which are comparatively simple and inexpensive to rmanufacture.
- the invention consists of the new: and useful combination, construction and arrange'- ment of parts, as hereinafter more fully described, set forth in the claim appended hereto,
- Figure 1 is a View showing a vertical crosssection through a wall illustrating the improved tie rod in use with the tie rod extended through an intermediate insulating panel and with the end hooked over reinforcing steel elements of spaced concrete wall sections;
- Figure 2 is a plan view of the tie rod shown in Figure l with the form omitted;
- Figure 3 isy a perspective View showing one of the tie rods with flanged resilient sleeves thereon and with parts of reinforcing steel shown in dotted lines;
- Figure 4 is a detail showing one end of one of rthe tie rods with a tapered resilient sleeve shown thereon in section; p y
- Figure 5 is a detail illustrating a m'odicatio-n wherein the ends of the'tie' rods are provided with a plurality of hook-like elements.
- the reinforcing steel tie rod of this invention includes a rod I0 having hooks II and I2 at one end Iand I3 land I4 at the other.
- the rods are illustrated as being round, however, it Will be understood that steel of any vother shape in cross-section may be used.
- Each end of the tie rod is p-rovided with a" sleeve I5 that may be formed of rubber or other material Vfor forming a yielding area in the concrete around the ends of the rod and the outer surface of the sleeve may be tapered, as shown.
- the rods are provided with spaced flanges I6 which are integral with the rods and these are positioned against the sides of the intermediate insulating panel of the wall to position the insulation between the forms and hold the insulation in spaced relation to the forms as the concrete is poured.
- tie rods I1 ENTv .oFFIcEf are provided with hook-like elements I8 and I9 and also similarly shaped elements 20 and 2
- the opposite end of the rod I'I may also be provided with similar elements. The sleeves serve to allow freedom of motion of the tie bar.
- the tie rods I are extended through an intermediate insulating panel 22, which is formed with sides 23 and 24 and provided with overhanging flanges 25 and 28 that extend over a similar section of the panel, as shown in Figure 1, and with the tie rods positioned in the insulating panel in this manner, with the circular flanges I6 against the sides of the insulating material the panel is held in position.
- the hooks I I and I3 at the ends of the tie rods extend around vertical reinforcing rods 2I and 28 and the hooks I2 and Il extend over horizontally disposed reinforcing rods 29 and 30.
- the reinforcing rods are positioned substantially midway between the outer surfaces of the insulating panel and the sides 3
- a tying device for reinforced concrete construction comprising a rod having a pair of hooks on each end thereof, and spaced annular spacing flanges intermediate of and spaced from the ends, said flanges being integral with said rod, the hooks of each pair being positioned in substantially perpendicular relationship to each other, and tapering yieldable sleeves positioned on the ends of the rod between the flanges and hooks, the thin edges of said sleeves being positioned adjacent the hooks and the thick edges positioned against the flanges.
Description
C. B. JONES TIE BAR FOR INSULATED CONCRETE WALLS Filed D06. 9, 1948 INVENTR.
July 21, 1953 Patented July 21, 1953 UNITED STAT Es PAT TIE ma Fon INSULATED CONCRETE WALLS vCable B. Jones, Black Hawk, S. Dak. Application December 9, 1.948, Serial No. 64,396
1 claim. (c1. 72-1o`sI 1 This invention relates to tiek rods for holding reinforcing steel or" concrete walls andinsulating panels Vor pads in the walls in spaced relation,
and in particular a tie rod having hooks on both n of aconcrete wall through reinforcing steel in v the sections and for holding a continuous panel of insulating material in position between the wall sections as the wall is poured. y
The tie bar of this invention is particularly adapted for retaining the insulating pad or intermediate section of my co-pending application` crete wall a continuous slab or panel is provided so lthat permanent tie rods therein are not required; however, where a concrete wall is divided by a continuous intermediate insulating panel two spaced wall sections are provided and it is necessary to permanently tie these sections together through the insulating panels. With this thoughin mind, this invention contemplates a tie rod having hooks on the ends that may be positioned through the insulating panel with the ends extended into the intermediate part of the spaced wall sections wherein the hooks at the ends are hooked over reinforcing elements in the said spaced Wall sections. v
The object of this invention is, therefore, to provide positive tying elements for securing spaced wall sections together through reinforcing elements in the sections and with the rods extended through and holding insulating units between the sections in spaced relation to the wall sections.
Another object of the invention is to provide means on permanently positioned tie rods for spaced concrete wall sections in which freedom of movement of the rods in relation to the sections is provided to prevent shearing the rods by uneven contraction or settling of the concrete.
Another object of the invention is to provide a tie rod for securing spaced wall sections to- 2 1 f gether through reinforcing steel therein wherein the tying elements are installed without bolts or nuts. 'Y
A further object of the invention is to provide self-contained'tie rods for securing spaced concrete wall sections in spaced relation with an insulating panel between the sections which are comparatively simple and inexpensive to rmanufacture.
With these and other objectsl and'advant'ag'es in View, the inventioniconsists of the new: and useful combination, construction and arrange'- ment of parts, as hereinafter more fully described, set forth in the claim appended hereto,
and disclosed Ain the accompanying Vdrawing forming part hereof, wherein:
Figure 1 is a View showing a vertical crosssection through a wall illustrating the improved tie rod in use with the tie rod extended through an intermediate insulating panel and with the end hooked over reinforcing steel elements of spaced concrete wall sections; t
Figure 2 is a plan view of the tie rod shown in Figure l with the form omitted;
Figure 3 isy a perspective View showing one of the tie rods with flanged resilient sleeves thereon and with parts of reinforcing steel shown in dotted lines; v
Figure 4 is a detail showing one end of one of rthe tie rods with a tapered resilient sleeve shown thereon in section; p y
Figure 5 is a detail illustrating a m'odicatio-n wherein the ends of the'tie' rods are provided with a plurality of hook-like elements.
Referring now to the drawingsr wherein like reference characters denote corresponding parts, the reinforcing steel tie rod of this invention includes a rod I0 having hooks II and I2 at one end Iand I3 land I4 at the other.
The rods are illustrated as being round, however, it Will be understood that steel of any vother shape in cross-section may be used.
Each end of the tie rod is p-rovided with a" sleeve I5 that may be formed of rubber or other material Vfor forming a yielding area in the concrete around the ends of the rod and the outer surface of the sleeve may be tapered, as shown. The rods are provided with spaced flanges I6 which are integral with the rods and these are positioned against the sides of the intermediate insulating panel of the wall to position the insulation between the forms and hold the insulation in spaced relation to the forms as the concrete is poured.
In the design shown in Figure 5, tie rods I1 ENTv .oFFIcEf are provided with hook-like elements I8 and I9 and also similarly shaped elements 20 and 2| which are spaced from the hook-like elements I8 and I9, and this rod is also provided with resilient sleeves I5 and flanges I 6. The opposite end of the rod I'I may also be provided with similar elements. The sleeves serve to allow freedom of motion of the tie bar.
In use, the tie rods I are extended through an intermediate insulating panel 22, which is formed with sides 23 and 24 and provided with overhanging flanges 25 and 28 that extend over a similar section of the panel, as shown in Figure 1, and with the tie rods positioned in the insulating panel in this manner, with the circular flanges I6 against the sides of the insulating material the panel is held in position. The hooks I I and I3 at the ends of the tie rods extend around vertical reinforcing rods 2I and 28 and the hooks I2 and Il extend over horizontally disposed reinforcing rods 29 and 30. In the design shown, the reinforcing rods are positioned substantially midway between the outer surfaces of the insulating panel and the sides 3| and 32 of the forms of the Wall. With the parts positioned in this manner, the form is ready for the concrete and as the concrete is poured, the hook-like end of the rods with the resilient sleeves I thereon are embedded in the concrete and should the concrete of one side wall set or contract more than the other, the resilient sleeves permit the ends of the tie rods to move upwardly or downwardly or laterally to compensate for strains and stresses resulting from uneven expansion and contraction of the outer and inner Wall sections that may cause the tie rods to break or the concrete to be crushed or broken.
It will be understood that modifications may be made in the design and arrangement of the elements without departing from the spirit of the invention.
What is claimed is:
A tying device for reinforced concrete construction comprising a rod having a pair of hooks on each end thereof, and spaced annular spacing flanges intermediate of and spaced from the ends, said flanges being integral with said rod, the hooks of each pair being positioned in substantially perpendicular relationship to each other, and tapering yieldable sleeves positioned on the ends of the rod between the flanges and hooks, the thin edges of said sleeves being positioned adjacent the hooks and the thick edges positioned against the flanges.
CABLE B. JONES.
References Cited in the file of this patent UNITED STATES PATENTS Number Name Date 1,072,760 Miller Sept. 9, 1913 1,750,106 Heltzel Mar. 11, 1930 1,830,397 Kleitz Nov. 3, 1931 2,029,147 Anderson Jan. 28, 193164 2,309,147 Wilkinson Jan. 26, 1943 FOREIGN PATENTS Number Country Date 516,958 Great Britain Jan. 16, 1940
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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US64396A US2645929A (en) | 1948-12-09 | 1948-12-09 | Tie bar for insulated concrete walls |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US64396A US2645929A (en) | 1948-12-09 | 1948-12-09 | Tie bar for insulated concrete walls |
Publications (1)
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US2645929A true US2645929A (en) | 1953-07-21 |
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Family Applications (1)
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US64396A Expired - Lifetime US2645929A (en) | 1948-12-09 | 1948-12-09 | Tie bar for insulated concrete walls |
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Cited By (43)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2750647A (en) * | 1952-03-03 | 1956-06-19 | Krieg Edward | Hollow concrete core form |
US2919572A (en) * | 1956-06-27 | 1960-01-05 | Victor H Salzi | Wall forming means |
US2964821A (en) * | 1956-07-05 | 1960-12-20 | Donald E Meehan | Apparatus for constructing building walls |
US3157934A (en) * | 1961-04-28 | 1964-11-24 | Frederick P Williams | Core member |
US4805366A (en) * | 1987-12-18 | 1989-02-21 | Thermomass Technology, Inc. | Snaplock retainer mechanism for insulated wall construction |
US4829733A (en) * | 1987-12-31 | 1989-05-16 | Thermomass Technology, Inc. | Connecting rod mechanism for an insulated wall construction |
US5519973A (en) * | 1993-08-17 | 1996-05-28 | H.K. Composites, Inc. | Highly insulative connector rods and methods for their manufacture and use in highly insulated composite walls |
US5606832A (en) * | 1994-04-08 | 1997-03-04 | H. K. Composites, Inc. | Connectors used in making highly insulated composite wall structures |
US5673525A (en) * | 1994-04-08 | 1997-10-07 | H.K. Composites, Inc. | Insulating connector rods used in making highly insulated composite wall structures |
US5809723A (en) * | 1997-07-17 | 1998-09-22 | H.K. Composites, Inc. | Multi-prong connectors used in making highly insulated composite wall structures |
US5996297A (en) * | 1998-02-04 | 1999-12-07 | H.K. Composites, Inc. | Connectors and brackets used in making insulated composite wall structures |
US6018918A (en) * | 1997-10-16 | 2000-02-01 | Composite Technologies Corporation | Wall panel with vapor barriers |
US6112489A (en) * | 1995-12-12 | 2000-09-05 | Monotech International, Inc. | Monocoque concrete structures |
US6116836A (en) * | 1994-07-26 | 2000-09-12 | Composite Technologies Corporation | Connector for composite insulated wall and method for making the wall |
US6138981A (en) * | 1998-08-03 | 2000-10-31 | H.K. Composites, Inc. | Insulating connectors used to retain forms during the manufacture of composite wall structures |
US6263638B1 (en) | 1999-06-17 | 2001-07-24 | Composite Technologies Corporation | Insulated integral concrete wall forming system |
US6511252B1 (en) | 1998-09-02 | 2003-01-28 | Chris Andros | Device and method for connecting concrete plies in pre-cast concrete wall and ceiling panels |
US20030131554A1 (en) * | 2000-02-03 | 2003-07-17 | Sigeyama Masaki | Locking device of a latticed reinforced member and method for reinforcing a concrete construction using it |
US20030200711A1 (en) * | 2002-04-25 | 2003-10-30 | Peterson Richard E. | Prefabricated, prefinished reinforced panels for building exterior and interior surfaces and method of manufacture |
US20040011943A1 (en) * | 2000-09-22 | 2004-01-22 | Long Sr Robert T. | Connector assembly for insulated concrete walls |
US6711862B1 (en) | 2001-06-07 | 2004-03-30 | Composite Technologies, Corporation | Dry-cast hollowcore concrete sandwich panels |
US20040098934A1 (en) * | 2001-02-21 | 2004-05-27 | Geoffrey Lawson | Load bearing building panel |
US6854229B2 (en) | 2003-05-29 | 2005-02-15 | H.K. Marketing Llc | Form tie sleeves for composite action insulated concrete sandwich walls |
US20070193166A1 (en) * | 2006-01-13 | 2007-08-23 | Western Forms, Inc. | Thermal wall system |
US20100287865A1 (en) * | 2009-05-15 | 2010-11-18 | Michael Hatzinikolas | Pre-cast rain screen wall panel |
FR2956871A1 (en) * | 2010-03-01 | 2011-09-02 | G B E | METHOD AND TOOLING FOR THE IN SITU PRODUCTION OF A SANDWICH WALL COMPRISING TWO CONCRETE WALLS SEPARATED BY AN INSULATING PANEL |
US20120180411A1 (en) * | 2011-01-17 | 2012-07-19 | Precise Forms , Inc. | Concrete Sandwich Wall Insert |
WO2015040260A1 (en) * | 2013-09-19 | 2015-03-26 | Ibáñez Lazurtegui S.L. | System for producing panels for façades, covers and floor slabs |
US20160053479A1 (en) * | 2011-09-28 | 2016-02-25 | Romeo Ilarian Ciuperca | Precast concrete structures, precast tilt-up concrete structures and methods of making same |
JP5959775B1 (en) * | 2016-01-20 | 2016-08-02 | 株式会社石井工務店 | Removal method of thermal bridge with separator |
USD764266S1 (en) | 2015-06-26 | 2016-08-23 | Hk Marketing Lc | Composite action tie |
ITUB20152940A1 (en) * | 2015-08-06 | 2017-02-06 | Emmedue S P A | PREFABRICATED BUILDING PANEL STRUCTURE AND PROCEDURE FOR ITS REALIZATION |
WO2017196523A1 (en) * | 2016-05-11 | 2017-11-16 | Joel Foderberg | System for insulated concrete composite wall panels |
USD804288S1 (en) | 2015-08-24 | 2017-12-05 | Hk Marketing Lc | Tie for composite wall |
DE102016122747A1 (en) * | 2016-11-25 | 2018-05-30 | Goldbeck Gmbh | Concrete wall element of at least three layers, spacers for producing a concrete wall element and method for producing a concrete wall element |
US20180223533A1 (en) * | 2017-02-08 | 2018-08-09 | Michael G. RUSH | Adjustable rebar positioning device |
WO2019077257A1 (en) * | 2017-10-19 | 2019-04-25 | G.B.E. | Tool for the in situ construction of a sandwich wall, and method applying same |
USD856122S1 (en) | 2018-07-13 | 2019-08-13 | Hk Marketing Lc | Tie |
USD856121S1 (en) | 2018-01-29 | 2019-08-13 | Hk Marketing Lc | Composite action tie |
US10774531B2 (en) * | 2017-03-29 | 2020-09-15 | Anton Massimo Galluccio | Panel of insulating material with attached reinforcement |
US10870988B2 (en) | 2018-01-29 | 2020-12-22 | Hk Marketing Lc | Tie for composite wall system fitting between insulation sheets |
WO2022199803A1 (en) * | 2021-03-23 | 2022-09-29 | Leviat GmbH | Multilayer concrete slab and connecting element for connecting a base layer and a facing layer of a multilayer concrete slab |
USD968199S1 (en) | 2019-04-23 | 2022-11-01 | Hk Marketing Lc | Tie standoff |
Citations (6)
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US1072760A (en) * | 1913-07-24 | 1913-09-09 | John Joshua Miller | Ornamental reinforced-concrete veneer. |
US1750106A (en) * | 1927-05-07 | 1930-03-11 | John N Heltzel | Reenforcing-rod chair |
US1830397A (en) * | 1927-09-03 | 1931-11-03 | Kleitz William | Concrete molding apparatus |
US2029147A (en) * | 1934-05-21 | 1936-01-28 | Macgregor S Anderson | Core for molding concrete |
GB516958A (en) * | 1938-02-18 | 1940-01-16 | Paroi Hydraulique | Improvements in or relating to reinforced concrete tanks and the manufacture thereof |
US2309147A (en) * | 1940-04-01 | 1943-01-26 | Paul H Wilkinson | Building construction |
-
1948
- 1948-12-09 US US64396A patent/US2645929A/en not_active Expired - Lifetime
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1072760A (en) * | 1913-07-24 | 1913-09-09 | John Joshua Miller | Ornamental reinforced-concrete veneer. |
US1750106A (en) * | 1927-05-07 | 1930-03-11 | John N Heltzel | Reenforcing-rod chair |
US1830397A (en) * | 1927-09-03 | 1931-11-03 | Kleitz William | Concrete molding apparatus |
US2029147A (en) * | 1934-05-21 | 1936-01-28 | Macgregor S Anderson | Core for molding concrete |
GB516958A (en) * | 1938-02-18 | 1940-01-16 | Paroi Hydraulique | Improvements in or relating to reinforced concrete tanks and the manufacture thereof |
US2309147A (en) * | 1940-04-01 | 1943-01-26 | Paul H Wilkinson | Building construction |
Cited By (63)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2750647A (en) * | 1952-03-03 | 1956-06-19 | Krieg Edward | Hollow concrete core form |
US2919572A (en) * | 1956-06-27 | 1960-01-05 | Victor H Salzi | Wall forming means |
US2964821A (en) * | 1956-07-05 | 1960-12-20 | Donald E Meehan | Apparatus for constructing building walls |
US3157934A (en) * | 1961-04-28 | 1964-11-24 | Frederick P Williams | Core member |
US4805366A (en) * | 1987-12-18 | 1989-02-21 | Thermomass Technology, Inc. | Snaplock retainer mechanism for insulated wall construction |
US4829733A (en) * | 1987-12-31 | 1989-05-16 | Thermomass Technology, Inc. | Connecting rod mechanism for an insulated wall construction |
EP0322923A2 (en) * | 1987-12-31 | 1989-07-05 | Thermomass Technology, Inc. | Connecting rod mechanism for an insulated wall construction |
EP0322923A3 (en) * | 1987-12-31 | 1990-05-23 | Thermomass Technology, Inc. | Connecting rod mechanism for an insulated wall construction |
US5519973A (en) * | 1993-08-17 | 1996-05-28 | H.K. Composites, Inc. | Highly insulative connector rods and methods for their manufacture and use in highly insulated composite walls |
US5830399A (en) * | 1993-08-17 | 1998-11-03 | H. K. Composites, Inc. | Methods for manufacturing highly insulative composite wall structures |
US5606832A (en) * | 1994-04-08 | 1997-03-04 | H. K. Composites, Inc. | Connectors used in making highly insulated composite wall structures |
US5673525A (en) * | 1994-04-08 | 1997-10-07 | H.K. Composites, Inc. | Insulating connector rods used in making highly insulated composite wall structures |
US6112491A (en) * | 1994-04-08 | 2000-09-05 | H. K. Composites, Inc. | Insulating connector rods and methods for their manufacture |
US6116836A (en) * | 1994-07-26 | 2000-09-12 | Composite Technologies Corporation | Connector for composite insulated wall and method for making the wall |
US6112489A (en) * | 1995-12-12 | 2000-09-05 | Monotech International, Inc. | Monocoque concrete structures |
US5809723A (en) * | 1997-07-17 | 1998-09-22 | H.K. Composites, Inc. | Multi-prong connectors used in making highly insulated composite wall structures |
US6018918A (en) * | 1997-10-16 | 2000-02-01 | Composite Technologies Corporation | Wall panel with vapor barriers |
US5996297A (en) * | 1998-02-04 | 1999-12-07 | H.K. Composites, Inc. | Connectors and brackets used in making insulated composite wall structures |
US6138981A (en) * | 1998-08-03 | 2000-10-31 | H.K. Composites, Inc. | Insulating connectors used to retain forms during the manufacture of composite wall structures |
US6511252B1 (en) | 1998-09-02 | 2003-01-28 | Chris Andros | Device and method for connecting concrete plies in pre-cast concrete wall and ceiling panels |
US6263638B1 (en) | 1999-06-17 | 2001-07-24 | Composite Technologies Corporation | Insulated integral concrete wall forming system |
US20030131554A1 (en) * | 2000-02-03 | 2003-07-17 | Sigeyama Masaki | Locking device of a latticed reinforced member and method for reinforcing a concrete construction using it |
US20040011943A1 (en) * | 2000-09-22 | 2004-01-22 | Long Sr Robert T. | Connector assembly for insulated concrete walls |
US6945506B2 (en) * | 2000-09-22 | 2005-09-20 | Composite Technologies Corporation | Connector assembly for insulated concrete walls |
US20040098934A1 (en) * | 2001-02-21 | 2004-05-27 | Geoffrey Lawson | Load bearing building panel |
US7219474B2 (en) * | 2001-02-21 | 2007-05-22 | Onecrete Pty Ltd. | Load bearing building panel |
US6711862B1 (en) | 2001-06-07 | 2004-03-30 | Composite Technologies, Corporation | Dry-cast hollowcore concrete sandwich panels |
US8006448B2 (en) * | 2002-04-25 | 2011-08-30 | Peterson Richard E | Prefabricated, prefinished reinforced panels for building exterior and interior surfaces and method of manufacture |
US20030200711A1 (en) * | 2002-04-25 | 2003-10-30 | Peterson Richard E. | Prefabricated, prefinished reinforced panels for building exterior and interior surfaces and method of manufacture |
US6854229B2 (en) | 2003-05-29 | 2005-02-15 | H.K. Marketing Llc | Form tie sleeves for composite action insulated concrete sandwich walls |
US20070193166A1 (en) * | 2006-01-13 | 2007-08-23 | Western Forms, Inc. | Thermal wall system |
US20100287865A1 (en) * | 2009-05-15 | 2010-11-18 | Michael Hatzinikolas | Pre-cast rain screen wall panel |
US9010050B2 (en) * | 2009-05-15 | 2015-04-21 | Michael Hatzinikolas | Pre-cast rain screen wall panel |
CN102782231B (en) * | 2010-03-01 | 2015-07-22 | G.B.E.公司 | Method and equipment for the in situ construction of a sandwich wall comprising two concrete walls separated by an insulation board |
FR2956871A1 (en) * | 2010-03-01 | 2011-09-02 | G B E | METHOD AND TOOLING FOR THE IN SITU PRODUCTION OF A SANDWICH WALL COMPRISING TWO CONCRETE WALLS SEPARATED BY AN INSULATING PANEL |
WO2011107696A1 (en) * | 2010-03-01 | 2011-09-09 | G.B.E. | Method and equipment for the in situ construction of a sandwich wall comprising two concrete walls separated by an insulation board |
CN102782231A (en) * | 2010-03-01 | 2012-11-14 | G.B.E.公司 | Method and equipment for the in situ construction of a sandwich wall comprising two concrete walls separated by an insulation board |
RU2553698C2 (en) * | 2010-03-01 | 2015-06-20 | Г.Б.Е. | Method and device for construction of "sandwich" type wall on site, containing two concrete walls, separated by insulating board |
US20120180411A1 (en) * | 2011-01-17 | 2012-07-19 | Precise Forms , Inc. | Concrete Sandwich Wall Insert |
US8490352B2 (en) * | 2011-01-17 | 2013-07-23 | Precise Forms, Inc. | Concrete sandwich wall insert |
US20160053479A1 (en) * | 2011-09-28 | 2016-02-25 | Romeo Ilarian Ciuperca | Precast concrete structures, precast tilt-up concrete structures and methods of making same |
WO2015040260A1 (en) * | 2013-09-19 | 2015-03-26 | Ibáñez Lazurtegui S.L. | System for producing panels for façades, covers and floor slabs |
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