Insulated hollow core concrete forming system for walls and slabs

Abstract

Insulated hollow core concrete forming system provide a forming system which can integrate the advantages of the hollow core design into the Insulated concrete form (ICF) system. The Insulated hollow core form system includes one or more of a Modular formwork unit, composed and formed of insulative material, where the Modular formwork unit utilizes longitudinal void formers that crafts a forming cavity of a hollow core section in between two spaced parallel side panels. The forming cavity is disposed to receive concrete or other hardening materials to form an insulated hollow core wall or an insulated hollow core slab. The system also includes a furring strip assembly positioned between adjacent Modular formwork units to join them together.

Claims

1. An insulated hollow core concrete forming system directed towards constructing an insulated hollow core concrete wall and slab structures, comprising: at least one modular formwork unit, wherein the modular formwork unit comprises: two spaced parallel side panels, a plurality of longitudinal void formers fixed in spatial relationship in between and spaced apart from the two spaced parallel side panels by a plurality of nodal junctions, said longitudinal void formers extend longitudinally and continuously through the modular formwork unit to define a forming cavity enclosed between the two spaced parallel side panels and around the longitudinal void formers; a pourable concrete disposed in the forming cavity, wherein, upon curing, the concrete: a) forms a hardened concrete encapsulating the longitudinal void formers; b) defines a plurality of hollow cores in a resulting insulated hollow core concrete wall and slab structures; and c) forms a substantially cylindrical geometrical shape of the longitudinal void formers; wherein the longitudinal void formers extend within the forming cavity parallel to other adjacent longitudinal void formers and parallel to the two spaced parallel side panels; and wherein upon joining the modular formwork unit to other corresponding longitudinally or laterally oriented joined modular formwork units, the longitudinal void formers align coaxially with corresponding longitudinal void formers in the joined modular formwork units, forming the hollow cores to run continuously through the full height or the full length of the resulting insulated hollow core concrete wall and slab structures.

2. The insulated hollow core concrete forming system of claim 1, wherein the nodal junctions extend transversely, webbing between the two spaced parallel side panels and spaced apart along the full length of each longitudinal void former to join the plurality of longitudinal void formers to the two spaced parallel side panels at a predetermined distance from the two spaced parallel side panels, permitting flow of concrete around each longitudinal void former during the pouring of the concrete.

3. The insulated hollow core concrete forming system of claim 1, wherein the longitudinal void formers and the two spaced parallel side panels are composed of rigid insulating material.

4. The insulated hollow core concrete forming system of claim 1, comprising: forming a cured hollow core concrete structure disposed between the two spaced parallel side panels, wherein the two spaced parallel side panels are bonded to opposite sides of the cured hollow core concrete structure; the longitudinal void formers encapsulated within the cured hollow core concrete structure, wherein said longitudinal void formers extend through the full height or the full length of the cured hollow core concrete structure, thereby creating the hollow cores of the cured hollow core concrete structure; and wherein the longitudinal void formers and the two spaced parallel side panels are composed of rigid insulating material.

5. A method of forming an insulated hollow core concrete forming system directed towards constructing an insulated hollow core concrete wall and slab structures, comprising: providing at least one modular formwork unit, wherein the modular formwork unit comprises: two spaced parallel side panels, a plurality of longitudinal void formers fixed in spatial relationship in between and spaced apart from the two spaced parallel side panels by a plurality of nodal junctions, said longitudinal void formers extend longitudinally and continuously through the modular formwork unit to define a forming cavity enclosed between the two spaced parallel side panels and around the longitudinal void formers; pouring concrete in the forming cavity, wherein upon curing, the concrete: a) forms a hardened concrete encapsulating the longitudinal void formers; b) defines a plurality of hollow cores in a resulting insulated hollow core concrete wall and slab structures; and c) forms a substantially cylindrical geometrical shape of the longitudinal void formers; wherein the longitudinal void formers extend within the forming cavity parallel to other adjacent longitudinal void formers and parallel to the two spaced parallel side panels; and wherein upon joining the modular formwork unit to other corresponding longitudinally or laterally oriented joined modular formwork units, the longitudinal void formers align coaxially with corresponding longitudinal void formers in the joined modular formwork units, forming the hollow cores to run continuously through the full height or the full length of the resulting insulated hollow core concrete wall and slab structures.

6. The method of forming an insulated hollow core concrete forming system of claim 5, wherein the nodal junctions extend transversely, webbing between the two spaced parallel side panels and spaced apart along the full length of each longitudinal void former to join the plurality of longitudinal void formers to the two spaced parallel side panels at a predetermined distance from the two spaced parallel side panels, permitting flow of concrete around each longitudinal void former during the pouring of the concrete.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) The drawing figures are not drawn to scale but instead are drawn to provide a better understanding of the present disclosure aspects and some implementations, and are not intended to be limiting in scope but to provide exemplary illustrations.

(2) In the drawings:

(3) FIG. 1 is a perspective view of a Modular formwork unit formed to construct an insulated hollow core wall structure, according to the present disclosure;

(4) FIG. 2 is a top perspective view showing the Modular formwork unit shown in FIG. 1, incorporating a furring strip assembly on both sides of the Modular formwork unit, according to the present disclosure;

(5) FIG. 3 is a side elevation view of a cut piece of the furring strip assembly shown in FIG. 2;

(6) FIG. 4 is a perspective view of vertically oriented Modular formwork units of the Modular formwork unit shown in FIG. 1, where the Modular formwork units are joined together by the furring strip assemblies held in between, to form an insulated hollow core wall structure, according to the present disclosure;

(7) FIG. 5 is a perspective view of vertically oriented Modular formwork units of the Modular formwork unit shown in FIG. 1, indicating locations of a cavity that forms top and bottom edge beams, according to the present disclosure;

(8) FIG. 6 is a top perspective view of the joined Modular formwork units shown in FIG. 4, showing reinforcing rebars for the wall structure, and partial filling of concrete;

(9) FIG. 7 is a perspective view illustrating parts and layers of a casted insulated hollow core wall structure, with top and bottom edge beams using the Modular formwork unit and the furring strip assembly depicted in FIGS. 1,2,3,4,5, and 6. Also having a metal casing C-channel incorporated with the furring strip assembly flanges as detailed in FIGS. 12 and 13, according to the present disclosure;

(10) FIG. 8 is a perspective view of a Modular formwork unit formed for insulated hollow core wall construction, where the interior surface of the two side panels of the Modular formwork unit has a corrugated pattern, according to the present disclosure;

(11) FIG. 9 is a side perspective view of the Modular formwork unit shown in FIG. 8, incorporating a furring strip assembly attached on both sides of the Modular formwork unit and indicating locations of a cavity that forms top and bottom edge beams, according to the present disclosure;

(12) FIG. 10 is a top perspective view of the Modular formwork unit and the attached furring strip assemblies shown in FIG. 9;

(13) FIG. 11 is a perspective view illustrating parts and layers of a casted insulated hollow core wall structure using the Modular formwork unit and the furring strip assembly depicted in FIGS. 8,9, and 10;

(14) FIG. 12 is a perspective view of a metal casing C-channel, according to the present disclosure;

(15) FIG. 13 is a perspective view of a furring strip assembly featuring one of its retaining flanges incorporating the metal casing C-channel shown in FIG. 12, according to the present disclosure;

(16) FIG. 14 is a top angular perspective view of a Modular formwork unit formed for insulated hollow core slab construction, according to the present disclosure;

(17) FIG. 15 is a top angular perspective view showing the Modular formwork unit shown in FIG. 14, having a furring strip assembly attached on both sides of the Modular formwork unit, reinforcing rebars, and a metal casing T-channel incorporated with the bottom retaining flange of the furring strip assemblies as detailed in FIGS. 17 and 18, according to the present disclosure;

(18) FIG. 16 is a front view of the Modular formwork unit shown in FIG. 15;

(19) FIG. 17 is a perspective view of a furring strip assembly featuring one of its retaining flanges incorporating the metal casing T-channel enlarged in FIG. 18, according to the present disclosure;

(20) FIG. 18 is an enlarged perspective view of the metal casing T-channel depicted in FIG. 17;

(21) FIG. 19 is a top angular perspective view illustrating parts and layers of a casted insulated hollow core slab structure using the Modular formwork unit and the furring strip assembly presented in FIGS. 14,15, and 16;

(22) FIG. 20 is a right perspective view of the Modular formwork unit shown in FIG. 14 having a metal furring assembly attached on both sides of the Modular formwork unit, according to the present disclosure;

(23) FIG. 21 is a left perspective view of the Modular formwork unit and the attached metal furring assemblies shown in FIG. 20;

(24) FIG. 22 is an enlarged side elevation view of a portion of the metal furring assembly presented in FIGS. 20 and 21, according to the present disclosure; and

(25) FIG. 23 shows a cross-section view of the metal furring assembly shown in FIG. 22, according to the present disclosure.

DETAILED DESCRIPTION

(26) A better understanding of different embodiments of the disclosure may be had from the following description read in conjunction with the accompanying drawings in which like reference characters refer to like elements. It is to be also understood that embodiments and some implementations illustrated in the attached drawings and described in the following specification, is an exemplary of the present disclosure.

(27) An Insulated hollow core concrete forming system is disclosed herein. This forming system provides a construction method which enables the creation of a stay-in-place insulated hollow core structure and can serve as a universal concept to construct both interior and exterior insulated hollow core walls, as well as floor and roof insulated hollow core slabs.

(28) A hollow core concrete design utilizes void formers within concrete slabs or walls to reduce overall weight while maintaining structural integrity. By incorporating hollow cores in a precise manner, the system ensures maximum efficiency in terms of material usage.

(29) The Insulated hollow core concrete forming system disclosed herein combines the Insulated concrete form (ICF) system with the hollow core concrete design to further reduce the quantity of concrete or hardening materials required for construction. The reduction in concrete or hardening materials quantity leads to a decrease in the overall weight of the constructed slabs and walls, and a decrease in form failure, commonly referred to as bulging or blowout. This forming system results in material and cost savings, as well as facilitating ease of construction.

(30) The Insulated hollow core concrete forming system includes one or more of a Modular formwork unit. This Modular formwork unit is composed and formed using rigid and lightweight insulative materials, such as expanded polystyrene foam (EPS) or extruded polystyrene foam (XPS). The Modular formwork unit remains in place as part of the completed structure and serves as an adequate insulation layer for the building's envelope. They provide improved acoustic performance and control heat loss between rooms and floors. Additionally, they can be easily modified on-site through hand-saw cutting to accommodate plumbing, HVAC systems, or structural requirements, such as having an embedded column. This flexibility allows more variety of applications such as having different architectural designs for the Modular formwork unit exterior surface.

(31) The pressure exerted by wet concrete poured in the forming cavity of a Modular formwork unit of the present disclosure forming system is distributed across the interconnected sides of this Modular formwork unit, rather than solely borne by the furring strip assembly. This distribution of pressure helps to reduce the risk of form failure and blowouts even further to the risk reduction promoted by reducing concrete quantity. Moreover, this forming system doesn't require extra furring strip assemblies at shorter intervals to withstand increased pressure in a wider wall formwork. As a result, the cost and time associated with setting up additional materials for formwork erection, which is an existing challenge in vertical ICF systems, are reduced.

(32) The forming system also includes a furring strip assembly that is used as a repetitive framing component that joins the Modular formwork units together. The furring strip assembly can generally be composed of a rigid polymer material, such as high-density polyethylene (HDPE), polyvinyl chloride (PVC), acrylonitrile butadiene styrene (ABS), or similar materials. The furring strip assembly can be of any sectional profile and two examples of which are in the present disclosure.

(33) Referring to the drawings and according to the present disclosure of Insulated hollow core concrete form system, implementations may include one or more of the following features: In FIGS. 1,2,3,4,5,6, and 7, a Modular formwork unit 100, with a pre-determined dimension is formed, to construct an insulated hollow core wall structure. And a furring strip assembly 110 is used to join the units together of the Modular formwork unit 100 until the chosen wall width is reached. In FIGS. 1,2,4,5,6, and 7, the Modular formwork unit 100 has longitudinal void formers 103 that are integrated in between two spaced parallel side panels, an interior side panel 101, and exterior side panel 102, to define a forming cavity 106 of a hollow core section. This forming cavity 106 is disposed to receive concrete or other hardening material to form a hollow core wall structure 117 shown in FIG. 7. The longitudinal void formers 103 are joined in between the two spaced parallel side panels, the interior side panel 101 and the exterior side panel 102 by nodal junctions 104, shown in FIGS. 1,2,5 and 7. The longitudinal void formers 103 are truncated of upper and lower extents of the Modular formwork unit 100 as shown in FIG. 5. This truncation defines a top edge cavity 108 that forms a top edge beam 118 which is reinforced by rebars 115 and located at the top of the insulated hollow core wall structure, and a bottom edge cavity 109 that forms a bottom edge beam 119 reinforced by rebars 116 and located at the bottom of the insulated hollow core wall structure as shown in FIG. 7. In FIG. 2 the furring strip assembly 110 may have an I-shaped cross section defined by two retaining flanges 111, and a connecting web 112 spanning between the retaining flanges 111. In FIG. 3 side elevation of the connecting web 112 is shown, where it may have an electrical wiring cutout 113, to allow electrical wires to extend behind the retaining flanges 111 without the need for cutting those retaining flanges 111, and may also include one or more of a rebar tying eyelet 114 to tie a rebar 107 to the connecting web using a wire or a zip tie. The retaining flanges 111 of the furring strip assembly 110 can be exposed on the exterior side panel 102, where exterior siding materials can be attached, and also can be exposed on the interior side panel 101, where interior finishing materials can be attached. Additionally, the retaining flanges 111 have a thickness that projects attached siding materials a distance from the Modular formwork unit 100 surface. This projection can provide a drainage plane which can drain any water that may seep behind the siding material. Alternatively, for an outer surface of the Modular formwork unit 100 to be ready for stucco finishing application or similar, the exterior flange of the retaining flanges 111 of the furring strip assembly 110 can be received in a groove cut 105 within the exterior side panel 102 as shown in FIGS. 1,2, and.5.

(34) The Insulated hollow core concrete form system, where in FIGS. 8,9,10, and 11 a Modular formwork unit 200, with a pre-determined dimension is formed to construct an insulated hollow core wall structure. And a furring strip assembly 210 is used to join the units together of the Modular formwork unit 200 until the chosen wall width is reached. The Modular formwork unit 200 has longitudinal void formers 203 that are integrated in between two spaced parallel side panels, where both first side panels 201 and second side panel 202 have a corrugated pattern to define a forming cavity 206 shown in FIG. 10. The forming cavity 206 is disposed to receive hardening material to form a hollow core wall structure 217 shown in FIG. 11. The longitudinal void formers 203 are seamlessly joined in between the two spaced parallel side panels at the intersecting points with the projecting ridges 204 of the corrugated pattern as shown in FIG. 9. The corrugated pattern design may enable a reduction in a Modular formwork unit sides thickness while preserving its rigidity. The longitudinal void formers 203 are truncated of upper and lower extents of the Modular formwork unit 200 as shown in FIGS. 8,9, and FIG. 11. This truncation defines a top edge cavity 208 that forms a top edge beam 218 located at the top of the insulated hollow core wall structure and a bottom edge cavity 209 that forms a bottom edge beam 219 located at the bottom of the insulated hollow core wall structure as shown in FIG. 11. In FIGS. 9,10, and 11, a furring strip assembly 210 may have an I-shaped cross section defined by two retaining flanges 211 and a connecting web 212 spanning between the retaining flanges 211.

(35) The Insulated hollow core concrete form system, where In FIGS. 14,15,16, and 19 a Modular formwork unit 300, with a pre-determined dimension is formed to construct an insulated hollow core slab structure. The furring strip assembly 110 is used to join the units together of the Modular formwork unit 300 until the chosen slab area is covered. The Modular formwork unit 300 has longitudinal void formers 303 that are integrated in between two spaced parallel side panels, bottom side panel 301, and upper side panel 302, to define a forming cavity 306 of a hollow core section. This forming cavity 306 is disposed to receive hardening material to form a hollow core slab structure 317 shown in FIG. 19. The longitudinal void formers 303 are joined in between the two spaced parallel side panels, the bottom side panel 301, and the upper side panel 302, by nodal connections 304 shown in FIGS. 14,16, and 19. The upper side panel 302 has cut apertures 308 to facilitate pouring of hardening material into the forming cavity 306, an example is shown in FIGS. 14 and 15. The forming system disclosed herein may also include a metal furring assembly 310 shown in FIGS. 20,21,22, and 23, where the metal furring assembly 310 is used to join the units together of the Modular formwork unit 300. This metal furring assembly 310 may increase the distance between shoring support during casting hollow core concrete slabs which can contribute to more savings in time and cost associated with erection and removal of these supports. In addition, the metal furring assembly 310 shape and thickness can be contingent upon its intended use and placement, In FIG. 23 the metal furring assembly 310 may have an I-shaped cross section defined by a top retaining flange 311, a the bottom retaining flange 315, and a connecting web 312 spanning between the retaining flanges. FIG. 22 shows the side elevation of the connecting web 312 where it may have an electrical wiring cutout 313 to allow electrical wires to extend behind the bottom retaining flange 315 without the need for cutting this retaining flange.

(36) The Insulated hollow core concrete forming system disclosed herein further include a metal casing C-channel 120 having a C-section profile that can allow one of the retaining flanges 111 of the furring strip assembly 110 to slide in the metal casing C-channel as illustrated by example in FIG. 12. The metal casing C-channel 120 can be used to reinforce the retaining flanges 111 of the furring strip assembly 110 and can provide a higher safety holding attached heavy claddings or finishing materials with greater pullout resistance. Also, the metal casing C-channel 120 can facilitate connectivity between furring strip assemblies and joining cut pieces, thus reducing waste. The Insulated hollow core concrete forming system disclosed herein yet further includes a metal casing T-channel 320 having a T-section profile, presented in FIG. 15, FIG. 17 and FIG. 18. This metal casing T-channel 320 can be used to reinforce the retaining flanges 111 of the furring strip assembly 110 and may resist deflection. Additionally, the metal casing T-channel 320 side cutouts can match those of the furring strip assembly connecting web 112 cutouts, as shown in FIG. 17, where the metal casing T-channel 320 has side cutouts matching to the electrical wiring cutout 113.

(37) Both the metal furring assembly 310 and the furring strip assembly 110 of this disclosure forming system have their connecting webs embedded inside the hardened concrete. Hence, loads of attached finishing materials are transferred to concrete and those furring assemblies are prevented from being pulled out by the weight of finishing materials attached.

(38) In conclusion, the insulated hollow core concrete forming system disclosed herein utilizes the benefits of both hollow core concrete design and insulated concrete form (ICF) technology in the construction industry. This integration allows for the construction of insulated hollow core walls and slabs with reduced quantities of concrete or hardening materials, resulting in reducing risk of form failure, and pollution generated by concrete, thereby resulting in a higher quality of finished product at reduced cost and improved building energy efficiency. This insulated hollow core concrete forming system also provides a time-saving installation process for cast-in-place concrete formwork through being easier to install for both walls and slabs. Moreover, provides a forming system with a structure that securely holds attached finishing materials with greater pullout resistance.

(39) While the disclosure is susceptible to various modifications and alternative constructions, certain illustrative embodiments are shown in the drawings and are described in the forgoing discussion in detail. It should be understood, however, there is no intention to limit the disclosure to the specific embodiments disclosed, but on the contrary, the intention is to cover all modifications, alternative constructions, combinations, and equivalents falling within the spirit and scope of the disclosure.