CA1068506A - Reinforced insulated concrete building panel and method of making same - Google Patents
Reinforced insulated concrete building panel and method of making sameInfo
- Publication number
- CA1068506A CA1068506A CA306,200A CA306200A CA1068506A CA 1068506 A CA1068506 A CA 1068506A CA 306200 A CA306200 A CA 306200A CA 1068506 A CA1068506 A CA 1068506A
- Authority
- CA
- Canada
- Prior art keywords
- layer
- concrete
- panel
- shear connectors
- shear
- 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.)
- Expired
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 57
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 8
- 238000009413 insulation Methods 0.000 claims abstract description 24
- 239000011810 insulating material Substances 0.000 claims abstract description 10
- 230000032798 delamination Effects 0.000 claims abstract description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 22
- 239000002131 composite material Substances 0.000 claims description 2
- 238000005266 casting Methods 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 7
- 238000000034 method Methods 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 229910001209 Low-carbon steel Inorganic materials 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000001154 acute effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- 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
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/382—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of concrete or other stone-like substance
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Panels For Use In Building Construction (AREA)
- Building Environments (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Title of the Invention REINFORCED INSULATED CONCRETE BUILDING PANEL
AND METHOD OF MAKING SAME
Abstract of the Disclosure A reinforced insulated concrete building panel has an inner layer of concrete and an outer layer of concrete, with a layer of insulating material sandwiched therebetween.
Shear connectors are embedded in the layer of concrete and extend from the outer layer through the layer of insulation and into the inner layer to prevent delamination of the panel during handling. The shear connectors have projecting portions defining a depth gauge to indicate when the connector has been inserted a proper distance into the panel during con-struction of the panel. The method of constructing the panel comprises the steps of casting one of the layers of concrete and immediately thereafter placing the layer of insulation thereover and then inserting the shear connectors through the insulation and into the cast layer of concrete until the depth gauge portion of the shear connectors engage the insulation, thereby accurately positioning the shear connectors, and thereafter casting a second layer of concrete on top of the layer of insulation.
AND METHOD OF MAKING SAME
Abstract of the Disclosure A reinforced insulated concrete building panel has an inner layer of concrete and an outer layer of concrete, with a layer of insulating material sandwiched therebetween.
Shear connectors are embedded in the layer of concrete and extend from the outer layer through the layer of insulation and into the inner layer to prevent delamination of the panel during handling. The shear connectors have projecting portions defining a depth gauge to indicate when the connector has been inserted a proper distance into the panel during con-struction of the panel. The method of constructing the panel comprises the steps of casting one of the layers of concrete and immediately thereafter placing the layer of insulation thereover and then inserting the shear connectors through the insulation and into the cast layer of concrete until the depth gauge portion of the shear connectors engage the insulation, thereby accurately positioning the shear connectors, and thereafter casting a second layer of concrete on top of the layer of insulation.
Description
-io68506 : ~
Background of the Invention This invention relates generally to concrete building panels, and more particularly to such building panels comprising a laminated structure wherein an inner layer of concrete and an outer layer of concrete have a layer of insulating material sandwiched therebetween. t~ith such panels it is necessary to provide some fonm of reinforcing means or connectors extending between the layers of concrete through the insulation to prevent delamination failure of the panels.
In the prior art, various means have been used.
For example, with early panels of the insulated type, expanded wire mesh was installed between joints in the insulation and extending between the layers of concrete. This type of con-struction had the disadvantage of requiring a space between the joints of insulation and further the insulation joints needed to be in a special pattern to suit the requirements of the shear connectors. Another prior art method comprised the securement, as by welding or the like, of a piece of reinforcing rod, such as 1/4 inch diameter steel rod, to the reinforcing strands or steel in the bottom or first cast layer of concrete, with a part of the reinforcing rod projecting upwardly.
The layer of insulation was then pushed downwardly over the upwardly projecting piece of steel and the steel was there-after bent over the insulation to anchor the insulation and steel in place. The second layer of concrete was thereafter cast over the layer of insulation. While this arrangement was structurally sound, excessive labor was required to instal~ the upwardly projecting lengths of steel.
Later, with the introduction of prestressed concrete
Background of the Invention This invention relates generally to concrete building panels, and more particularly to such building panels comprising a laminated structure wherein an inner layer of concrete and an outer layer of concrete have a layer of insulating material sandwiched therebetween. t~ith such panels it is necessary to provide some fonm of reinforcing means or connectors extending between the layers of concrete through the insulation to prevent delamination failure of the panels.
In the prior art, various means have been used.
For example, with early panels of the insulated type, expanded wire mesh was installed between joints in the insulation and extending between the layers of concrete. This type of con-struction had the disadvantage of requiring a space between the joints of insulation and further the insulation joints needed to be in a special pattern to suit the requirements of the shear connectors. Another prior art method comprised the securement, as by welding or the like, of a piece of reinforcing rod, such as 1/4 inch diameter steel rod, to the reinforcing strands or steel in the bottom or first cast layer of concrete, with a part of the reinforcing rod projecting upwardly.
The layer of insulation was then pushed downwardly over the upwardly projecting piece of steel and the steel was there-after bent over the insulation to anchor the insulation and steel in place. The second layer of concrete was thereafter cast over the layer of insulation. While this arrangement was structurally sound, excessive labor was required to instal~ the upwardly projecting lengths of steel.
Later, with the introduction of prestressed concrete
-2- ~
insulated panels, the type of shear connectors used had to be changed, since there is no reinforcing steel in the bottom layer of concrete to which the shear connectors could be attached. However, in such prestressed panels, there generally always were prestressed steel strands present in the tOp layer of concrete and a U-shaped shear connector was developed which was pushed downwardly ~hrough the layer of insulation over the reinforcing strands. The strands thereby regulated the depth to which the connectors were inserted. However, such a construction required that the layer of insulation be installed over the bottom layer of concrete and then the reinforcing strands placed and stressed. This procedure frequently resulted in too much time passing between the casting of the bottom layer of concrete and the placement of the shear connectors, with the result that the concrete in the bottom layer would be partly set up before the shear connectors were installed and the bon~ing between the concrete in the bottom layer and the shear connectors was thus not sufficient. Conse~uently, these panels sometimes experienced a delamination failure. The situation was rendered more acute on production lines wherein a long casting bed was used for a long line production or where relatively complicated panels with time consuming steps were utilized.
One a~tempt made to solve the above problem was to make the sheax connectors of such a length that when they were pushed through ~he layer of insulation and the bottom layer of concrete, they would extend into contact with the form for the bottom layer of concrete. However, this structure resulted in a thin layer of conc.ete over the shear connectors in the bottom layer, which tended to spall from the panel during handling.
, ~ _ . . _ . .. ___ , 10~8506 The present invention, on the other hand, provides a simple and economical shear connector which may be quickly and easily placed through the layer of insulation and bottom layer of concrete and the shear connector has a projection thereon defining a depth gauge to automatically indicate when the shear connector has been installed to the proper depth. The shear connector may thus be positioned immediately after casting the bottom layer of concrete and prior to the time the reinforcing strands are installed and stressed.
Accordingly, this invention provides, in a reinforced insulated concrete building panel having an inner layer of concrete, an outer layer of concrete, a layer of insulating material sandwiched therebetween, ; and prestressed reinforcing strands extending longitudinally through the inner and outer layers of concrete, the improvement comprising a plurality of rein-forcing shear connectors embedded in the inner layer of :
concrete and extending through the layer of insulation .
into the outer layer of concrete to bond the layers .
together into a composite panel and to prevent delamination failure of the panel, said shear connectors each being spaced from all of the reinforcing strands, each shear connector being generally U-shaped, and having a pair of depending legs joined at one of their ends to a bight portion, the bight portion being bent downwardly in the central portion thereof to extena generally in the same direction as the legs to define a depth gauge, whereby the legs may be inserted through the layer of insulating
insulated panels, the type of shear connectors used had to be changed, since there is no reinforcing steel in the bottom layer of concrete to which the shear connectors could be attached. However, in such prestressed panels, there generally always were prestressed steel strands present in the tOp layer of concrete and a U-shaped shear connector was developed which was pushed downwardly ~hrough the layer of insulation over the reinforcing strands. The strands thereby regulated the depth to which the connectors were inserted. However, such a construction required that the layer of insulation be installed over the bottom layer of concrete and then the reinforcing strands placed and stressed. This procedure frequently resulted in too much time passing between the casting of the bottom layer of concrete and the placement of the shear connectors, with the result that the concrete in the bottom layer would be partly set up before the shear connectors were installed and the bon~ing between the concrete in the bottom layer and the shear connectors was thus not sufficient. Conse~uently, these panels sometimes experienced a delamination failure. The situation was rendered more acute on production lines wherein a long casting bed was used for a long line production or where relatively complicated panels with time consuming steps were utilized.
One a~tempt made to solve the above problem was to make the sheax connectors of such a length that when they were pushed through ~he layer of insulation and the bottom layer of concrete, they would extend into contact with the form for the bottom layer of concrete. However, this structure resulted in a thin layer of conc.ete over the shear connectors in the bottom layer, which tended to spall from the panel during handling.
, ~ _ . . _ . .. ___ , 10~8506 The present invention, on the other hand, provides a simple and economical shear connector which may be quickly and easily placed through the layer of insulation and bottom layer of concrete and the shear connector has a projection thereon defining a depth gauge to automatically indicate when the shear connector has been installed to the proper depth. The shear connector may thus be positioned immediately after casting the bottom layer of concrete and prior to the time the reinforcing strands are installed and stressed.
Accordingly, this invention provides, in a reinforced insulated concrete building panel having an inner layer of concrete, an outer layer of concrete, a layer of insulating material sandwiched therebetween, ; and prestressed reinforcing strands extending longitudinally through the inner and outer layers of concrete, the improvement comprising a plurality of rein-forcing shear connectors embedded in the inner layer of :
concrete and extending through the layer of insulation .
into the outer layer of concrete to bond the layers .
together into a composite panel and to prevent delamination failure of the panel, said shear connectors each being spaced from all of the reinforcing strands, each shear connector being generally U-shaped, and having a pair of depending legs joined at one of their ends to a bight portion, the bight portion being bent downwardly in the central portion thereof to extena generally in the same direction as the legs to define a depth gauge, whereby the legs may be inserted through the layer of insulating
3~ material and into one of said lay^rs of concrete until the -iO~506 depth gauge contacts the layer of insulating material, thus leaving a portion of the shear connector exposed above the layer of insulating material, the other ends of each of the depending legs having terminal portions extending in a common direction at approximately a right angle to the axis of the leg to form a secure bond between the one layer of concrete and the shear connector, said terminal portions being spaced from all of said reinforcing strands whereby said shear connectors are in spaced relation-ship with said reinforcing strands, said shear connectors being positioned such that the legs thereof lie in a `
plane generally parallel to the longituainal axis of the panel, whereby during manufacture of the panel the shear connector can be readily accurately and securely positioned at a proper depth in the panel.
Brief Description of the Drawin~s FIG. 1 is a fragmentary perspective view of a portion of a wall comprising reinforced insulated concrete panels according to the invention.
FIG. 2 is a perspective view with portions broken away and portions shown in section of a casting bed for casting a panel in accordance with the invention, and showing the various components of a panel in accordance with the invention.
FIG. 3 is a greatlv enlarged view in section taken along line 3-3 in FIG. 2.
FIG. 4 is a view in section with portions broken away taken along line ~-4 in FIG. 3.
FIG. 5 is a perspective view of a shear connector according to the invention.
iO68506 FIG. 6 is a somewhat schematic plan view of a panel in accordance with the invention showing the relative placement of shear connectors therein.
Detailed Description of the Invention In the dr~wings, wherein like reference numerals indicate like parts throughout the several views, a wall W
comprises a plurality of panels Pl, P2 and P3 in accordance with the invention assembled together in edge-to-edge relation-ship. The panels each comprise an inner layer Ll of concrete and an outer layer L2 of concrete, with a layer 10 of insulation sandwiched therebetween. A plurality of decorative ribs R, if desired, are cast or formed on the outer surface of the outer layer L2.
As seen best in FIGS. 2, 3 and 4, each panel P in one construction of the invention has a plurality of lon~i-tudinally extending prestressed reinforcing strands 11 embedded in the bottom or inner layer Ll and a similar plurality of longitudinally extendin~ prestressed reinforcing strands 12 embedded in the outer or top layer L2. Additionally, generally staple-shaped reinforcing bars 13 and 14 are embedded in the bottom layer of concrete Ll adjacent the opposite ends thereof and similar staple-shaped reinforcing bars 15 and 16 are embedded in the top layer L2 adjacent the opposite ends thereof.
In accordance with the present invention, a~plurality of unique shear connectors C are embedded within the panels and extend from within the top or outer layer L2 through the layer of insulat~on ln and into tne bottom or inner layer Ll to bond or secure the different layers together and iO68506 thus define a compo~ite panel. The shear connectors C
comprise a top bar 17 bent downwardly in its middle to define a depth gauge 18. A pair of depending legs 19 and 20 project downwardly from opposite ends of the top bar 17 and the bottom ends of the legs 19 and 20 are bent rearwardly at 21 and 22. As seen in FIGS. 2 and 3, the connectors C are installed in one construction of the inven-tion with the plane of the legs 19 and 20 extending generally parallel to the longitudinal axis of the panel.
Moreover, and importantly, the depth gauge 18 formed in the top bar 17 of the connectors C is in contacting relationship with the top surface of the layer 10 of insulation, thus accurately positioning the shear connector relative to the inner and outer surfaces of the panel.
In this connection, one specific panel constructed in accordance with the invention has inner and outer layers Ll and L2 of concrete of approximately 3 inch thickness and a layer 10 of insulation of approximately two inch thickness.
The shear connectors C are each approximately 6 inches long from the top bar 17 to the bottom ends of legs 19 and 20, and the depth gauge 18 is approximately 2 inches below the top ends of the legs 19 and 20. Accordingly, when the shear connector is positioned as shown in FIG. 4, for example, approximately 1 inch of concrete covers the top and bottom ends of the shear connectors. AdAitionally, it is preferred that the shear connectors be constructed of 1/4 inch diameter mild steel galvanized wire.
A typical panel constructed in accordance with the ~resent invention is indicated somewhat schematically at P in FIG 6. This panel is approximately 4 feet wide and 20 feet long and has three rows of connectOrs C extending iO68506 longitudinally thereof. The number of rows would be increased proportionately as the width of the panel is increased. For example, a panel 8 feet wide would preferably have six rows of shear connectors C extending longitudinally thereof, and additional connectors C' are provided at four locations adjacent opposite side edges of the panel at the opposite ends thereof at the lifting points for handling the panel. Further, conventional attaching means 23 are provided at the opposite corners of the panel for attaching the panel to a building structure. Of course, the insulating layer could have a greater thickness than the concrete, and the inner and outer ~ -layers or wythes of concrete could be of different thicknesses.
For example, if the wall is used as a full load bearing wall, the inner wythe may be thicker than the outer wythe.
The unique shear connectors of the present inven-tion enable the length of the panel to be increased nearly 25~
over prior,art constructions and approximately 25% fewer shear connectors are required than are required in prior art constructions In manufacturing the panel in accordance with the invention, a first layer or inner wythe of concrete Ll is cast in the bed B of a suitable production line by means of a conventional casting machine. The bed B includes elongate, longitudinally extending side walls 24 and 25 which are releasable or removable as is conventional in the art to enable a completed panel to be removed from the casting bed.
Moreover, the bed B also includes end walls 26 and 27 with suitable header structures (not shown) associated therewith for prestressing the strands 11 and 1~. Thus, initially the bottom strands 11 are positioned and prestressed and the bottom or inner wythe Ll of concrete is cast. The layer of insulation 10 is then placed over the bottom layer immediately after it is cast and the shear connectors C are then inserted through the layer of insulation into the inner wythe of concrete. The depth gauge portions 18 of the shear connectors -.
indicate the proper degree of insertion of the shear connectors.
Thereafter, the top reinforcing strands 12 are positioned and prestressed and the top la~er or outer wythe L2 of concrete is then cast in place. After the concrete has cured, the panel is cut to appropriate lengths and removed for use as desired. -As this invention may be embodied in several forms without departing from the spirit or essential characteristics -thereof, the present embodiment is, therefore, illustrative ~`
and not restrictive, since the scope of the invention is defined by the appended claims rather than by the description preceding them, and all changes that fall within the mètes and hounds of the claims or that form their ~unctional as well as conjointly cooperative equivalents are, therefore, intended to be embraced by those claims.
_g_
plane generally parallel to the longituainal axis of the panel, whereby during manufacture of the panel the shear connector can be readily accurately and securely positioned at a proper depth in the panel.
Brief Description of the Drawin~s FIG. 1 is a fragmentary perspective view of a portion of a wall comprising reinforced insulated concrete panels according to the invention.
FIG. 2 is a perspective view with portions broken away and portions shown in section of a casting bed for casting a panel in accordance with the invention, and showing the various components of a panel in accordance with the invention.
FIG. 3 is a greatlv enlarged view in section taken along line 3-3 in FIG. 2.
FIG. 4 is a view in section with portions broken away taken along line ~-4 in FIG. 3.
FIG. 5 is a perspective view of a shear connector according to the invention.
iO68506 FIG. 6 is a somewhat schematic plan view of a panel in accordance with the invention showing the relative placement of shear connectors therein.
Detailed Description of the Invention In the dr~wings, wherein like reference numerals indicate like parts throughout the several views, a wall W
comprises a plurality of panels Pl, P2 and P3 in accordance with the invention assembled together in edge-to-edge relation-ship. The panels each comprise an inner layer Ll of concrete and an outer layer L2 of concrete, with a layer 10 of insulation sandwiched therebetween. A plurality of decorative ribs R, if desired, are cast or formed on the outer surface of the outer layer L2.
As seen best in FIGS. 2, 3 and 4, each panel P in one construction of the invention has a plurality of lon~i-tudinally extending prestressed reinforcing strands 11 embedded in the bottom or inner layer Ll and a similar plurality of longitudinally extendin~ prestressed reinforcing strands 12 embedded in the outer or top layer L2. Additionally, generally staple-shaped reinforcing bars 13 and 14 are embedded in the bottom layer of concrete Ll adjacent the opposite ends thereof and similar staple-shaped reinforcing bars 15 and 16 are embedded in the top layer L2 adjacent the opposite ends thereof.
In accordance with the present invention, a~plurality of unique shear connectors C are embedded within the panels and extend from within the top or outer layer L2 through the layer of insulat~on ln and into tne bottom or inner layer Ll to bond or secure the different layers together and iO68506 thus define a compo~ite panel. The shear connectors C
comprise a top bar 17 bent downwardly in its middle to define a depth gauge 18. A pair of depending legs 19 and 20 project downwardly from opposite ends of the top bar 17 and the bottom ends of the legs 19 and 20 are bent rearwardly at 21 and 22. As seen in FIGS. 2 and 3, the connectors C are installed in one construction of the inven-tion with the plane of the legs 19 and 20 extending generally parallel to the longitudinal axis of the panel.
Moreover, and importantly, the depth gauge 18 formed in the top bar 17 of the connectors C is in contacting relationship with the top surface of the layer 10 of insulation, thus accurately positioning the shear connector relative to the inner and outer surfaces of the panel.
In this connection, one specific panel constructed in accordance with the invention has inner and outer layers Ll and L2 of concrete of approximately 3 inch thickness and a layer 10 of insulation of approximately two inch thickness.
The shear connectors C are each approximately 6 inches long from the top bar 17 to the bottom ends of legs 19 and 20, and the depth gauge 18 is approximately 2 inches below the top ends of the legs 19 and 20. Accordingly, when the shear connector is positioned as shown in FIG. 4, for example, approximately 1 inch of concrete covers the top and bottom ends of the shear connectors. AdAitionally, it is preferred that the shear connectors be constructed of 1/4 inch diameter mild steel galvanized wire.
A typical panel constructed in accordance with the ~resent invention is indicated somewhat schematically at P in FIG 6. This panel is approximately 4 feet wide and 20 feet long and has three rows of connectOrs C extending iO68506 longitudinally thereof. The number of rows would be increased proportionately as the width of the panel is increased. For example, a panel 8 feet wide would preferably have six rows of shear connectors C extending longitudinally thereof, and additional connectors C' are provided at four locations adjacent opposite side edges of the panel at the opposite ends thereof at the lifting points for handling the panel. Further, conventional attaching means 23 are provided at the opposite corners of the panel for attaching the panel to a building structure. Of course, the insulating layer could have a greater thickness than the concrete, and the inner and outer ~ -layers or wythes of concrete could be of different thicknesses.
For example, if the wall is used as a full load bearing wall, the inner wythe may be thicker than the outer wythe.
The unique shear connectors of the present inven-tion enable the length of the panel to be increased nearly 25~
over prior,art constructions and approximately 25% fewer shear connectors are required than are required in prior art constructions In manufacturing the panel in accordance with the invention, a first layer or inner wythe of concrete Ll is cast in the bed B of a suitable production line by means of a conventional casting machine. The bed B includes elongate, longitudinally extending side walls 24 and 25 which are releasable or removable as is conventional in the art to enable a completed panel to be removed from the casting bed.
Moreover, the bed B also includes end walls 26 and 27 with suitable header structures (not shown) associated therewith for prestressing the strands 11 and 1~. Thus, initially the bottom strands 11 are positioned and prestressed and the bottom or inner wythe Ll of concrete is cast. The layer of insulation 10 is then placed over the bottom layer immediately after it is cast and the shear connectors C are then inserted through the layer of insulation into the inner wythe of concrete. The depth gauge portions 18 of the shear connectors -.
indicate the proper degree of insertion of the shear connectors.
Thereafter, the top reinforcing strands 12 are positioned and prestressed and the top la~er or outer wythe L2 of concrete is then cast in place. After the concrete has cured, the panel is cut to appropriate lengths and removed for use as desired. -As this invention may be embodied in several forms without departing from the spirit or essential characteristics -thereof, the present embodiment is, therefore, illustrative ~`
and not restrictive, since the scope of the invention is defined by the appended claims rather than by the description preceding them, and all changes that fall within the mètes and hounds of the claims or that form their ~unctional as well as conjointly cooperative equivalents are, therefore, intended to be embraced by those claims.
_g_
Claims (3)
1. In a reinforced insulated concrete building panel having an inner layer of concrete, an outer layer of concrete, a layer of insulating material sandwiched therebetween, and prestressed reinforcing strands extending longitudinally through the inner and outer layers of concrete, the improvement comprising a plurality of rein-forcing shear connectors embedded in the inner layer of concrete and extending through the layer of insulation into the outer layer of concrete to bond the layers together into a composite panel and to prevent delamination failure of the panel, said shear connectors each being spaced from all of the reinforcing strands, each shear connector being generally U-shaped, and having a pair of depending legs joined at one of their ends to a bight portion, the bight portion being bent downwardly in the central portion thereof to extend generally in the same direction as the legs to define a depth gauge, whereby the legs may be inserted through the layer of insulating material and into one of said layers of concrete until the depth gauge contacts the layer of insulating material, thus leaving a portion of the shear connector exposed above the layer of insulating material, the other ends of each of the depending legs having terminal portions extending in a common direction at approximately a right angle to the axis of the leg to form a secure bond between the one layer of concrete and the shear connector, said terminal portions being spaced from all of said reinforcing strands whereby said shear connectors are in spaced relation-ship with said reinforcing stands, said shear connectors being positioned such that the legs thereof lie in a plane generally parallel to the longitudinal axis of the panel, whereby during manufacture of the panel the shear connector can be readily accurately and securely positioned at a proper depth in the panel.
2. A panel as in claim 1, wherein the shear connectors are each embedded an equal amount in the layers of concrete.
3. A panel as in claim 1, wherein the inner and outer layers of concrete each have substantially the same thickness and the layer of insulating material is of a lesser thickness.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US05/811,300 US4117639A (en) | 1977-06-29 | 1977-06-29 | Reinforced insulated concrete building panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA1068506A true CA1068506A (en) | 1979-12-25 |
Family
ID=25206162
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA306,200A Expired CA1068506A (en) | 1977-06-29 | 1978-06-26 | Reinforced insulated concrete building panel and method of making same |
Country Status (4)
| Country | Link |
|---|---|
| US (1) | US4117639A (en) |
| CA (1) | CA1068506A (en) |
| GB (1) | GB2000537B (en) |
| IE (1) | IE47106B1 (en) |
Families Citing this family (32)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2738098C2 (en) * | 1977-08-24 | 1984-07-05 | Ernst Dr.-Ing. 4300 Essen Haeussler | Rectangular multilayer facade panel |
| SE413422B (en) * | 1978-04-24 | 1980-05-27 | Oestgoeta Byggen Ab | ARMED BUILDING PURPOSE BASED PROCEDURE FOR THE SAME PRODUCTION AND FORMING MACHINE FOR THE MANUFACTURING OF THE SAME |
| GB2123048B (en) * | 1982-06-10 | 1986-02-12 | Hong An Se | Building board and its method of manufacture |
| NO832425L (en) * | 1983-07-04 | 1985-01-07 | Elkem As | BUILDING ELEMENT OR BUILDING PART MANUFACTURED FROM ARMED CONCRETE AND PROCEDURE FOR PRODUCING THE SAME |
| GB2147331B (en) * | 1983-09-30 | 1987-04-29 | Chen Kai Nan | Insulating panel |
| CA1199810A (en) * | 1983-11-15 | 1986-01-28 | Ovila Asselin | Heat insulated tie rod for concrete wall members |
| FI70966C (en) * | 1984-09-10 | 1986-10-27 | Partek Ab | BYGGNADSELEMENT AV BETONG MED SANDWICH-KONSTRUKTION SAMT REGELELEMENT OCH ISOLERINGSSKIVA FOER ETT DYLIKT BYGGNADSELEMENT |
| US4702053A (en) * | 1986-06-23 | 1987-10-27 | Hibbard Construction Co. | Composite insulated wall |
| US4768324A (en) * | 1986-06-23 | 1988-09-06 | Hibbard Construction Co. | Composite insulated wall |
| WO1988003980A1 (en) * | 1986-11-23 | 1988-06-02 | Corporacion Maramar C.A. | Construction panel |
| US4974381A (en) * | 1989-07-27 | 1990-12-04 | Marks Karl R | Tie anchor and method for manufacturing insulated concrete sandwich panels |
| AU675820B2 (en) * | 1993-12-20 | 1997-02-20 | R.A.R. Consultants Ltd. | Earthquake, wind resistant and fire resistant pre-fabricatedbuilding panels and structures formed therefrom |
| AU1270295A (en) * | 1993-12-20 | 1995-07-10 | R.A.R. Consultants Ltd. | Earthquake, wind resistant and fire resistant pre-fabricated building panels and structures formed therefrom |
| US5625989A (en) * | 1995-07-28 | 1997-05-06 | Huntington Foam Corp. | Method and apparatus for forming of a poured concrete wall |
| EP0940516A1 (en) * | 1998-03-06 | 1999-09-08 | Structherm Ltd | A structural panel |
| US6088985A (en) * | 1998-12-24 | 2000-07-18 | Delta-Tie, Inc. | Structural tie shear connector for concrete and insulation sandwich walls |
| KR100319645B1 (en) * | 1999-01-13 | 2002-01-05 | 조규수 | Sandwich type concrete pannel |
| US6382878B1 (en) * | 1999-12-03 | 2002-05-07 | Yue-Chyou Yang | Multi-sectioned concrete support structure and method of manufacture |
| US20020139075A1 (en) * | 2001-03-29 | 2002-10-03 | Calvin Shubow | Integrated, insulated, structural building panels |
| US6761007B2 (en) * | 2002-05-08 | 2004-07-13 | Dayton Superior Corporation | Structural tie shear connector for concrete and insulation composite panels |
| CA2491226C (en) * | 2002-06-21 | 2011-06-21 | Composite Technologies Corporation | Post-tensioned insulated wall panels |
| WO2009128694A1 (en) * | 2008-04-15 | 2009-10-22 | Carlos Hernandez Gallardo | Integral panel for walls and floors |
| CN101503887B (en) * | 2009-02-04 | 2011-02-16 | 南通建筑工程总承包有限公司 | Interlayer connection node between inner shear wall, plate and shear walls |
| CN101503888B (en) * | 2009-02-04 | 2011-02-16 | 南通建筑工程总承包有限公司 | Interlayer connection node between outer shear wall, plate and shear walls |
| CN102356203A (en) * | 2009-02-27 | 2012-02-15 | 吉温特有限公司 | Wall element and method for producing same |
| US9010050B2 (en) * | 2009-05-15 | 2015-04-21 | Michael Hatzinikolas | Pre-cast rain screen wall panel |
| DE102012219209A1 (en) * | 2012-10-22 | 2014-04-24 | Areva Gmbh | Wall element for prefabricated buildings |
| US9303404B2 (en) * | 2014-07-09 | 2016-04-05 | Lehigh University | Insulated structural panel connector |
| WO2016205968A1 (en) * | 2015-06-10 | 2016-12-29 | Bravo Valenzuela Ricardo Jovino | Structural wall with a structure exogenous to the longitudinal axis thereof for enabling the inside of the wall to be filled on site |
| ITUB20169950A1 (en) * | 2016-01-13 | 2017-07-13 | Logica Pannelli Srl | PROCEDURE FOR THE REALIZATION OF PREFABRICATED BUFFER PANELS, THERMAL CUT AND RELATED CONNECTION SYSTEM |
| GB2548840A (en) * | 2016-03-29 | 2017-10-04 | Staponkiene Natalija | Thermal block and methods of construction |
| FI12049U1 (en) * | 2018-02-07 | 2018-04-25 | Anstar Oy | Connection ladder and sandwich building elements |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1511658A (en) * | 1923-01-03 | 1924-10-14 | Orin T Crowe | Furring and fastening device |
| US2634603A (en) * | 1947-02-28 | 1953-04-14 | Byars | Reinforcing rod spacer |
| US2653469A (en) * | 1948-06-12 | 1953-09-29 | Patrick J Callan | Building wall construction |
| US2630615A (en) * | 1949-10-21 | 1953-03-10 | Philip N Youtz | Method of molding reinforced hollow concrete walls |
| US3237357A (en) * | 1962-01-10 | 1966-03-01 | Carl H Hutchings | Wall and floor construction of prestressed concrete |
| US3295278A (en) * | 1963-04-03 | 1967-01-03 | Plastitect Ets | Laminated, load-bearing, heat-insulating structural element |
| US3438161A (en) * | 1965-07-15 | 1969-04-15 | Robert Carl Koch | Wall construction |
| DE1609660C3 (en) * | 1966-01-29 | 1973-09-13 | Ernst Dr.-Ing. 4300 Essen Haeussler | Wallboard |
-
1977
- 1977-06-29 US US05/811,300 patent/US4117639A/en not_active Expired - Lifetime
-
1978
- 1978-06-26 CA CA306,200A patent/CA1068506A/en not_active Expired
- 1978-06-28 GB GB7828085A patent/GB2000537B/en not_active Expired
- 1978-06-28 IE IE1294/78A patent/IE47106B1/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| GB2000537B (en) | 1982-01-06 |
| GB2000537A (en) | 1979-01-10 |
| US4117639A (en) | 1978-10-03 |
| IE781294L (en) | 1978-12-29 |
| IE47106B1 (en) | 1983-12-28 |
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