Patent Application
20140033638
Not applicable.
Not applicable.
1. Field of the Invention
The inventions disclosed and taught herein relate generally to reinforced concrete walls; and more specifically relate to reinforced concrete walls using insulating forms.
2. Description of the Related Art
U.S. Patent Application Publication No. 20090229205 discloses an “insulated concrete form system having a pair of bottom U-shaped channels secured to a concrete slab that serve as a footprint for a concrete wall. Exterior and interior foam sheets are aligned within the bottom U-shaped channels that define the wall. Top U-shaped channels are slipped over a top edge of the foam sheets. A plurality of strongbacks are used to provide structural support for the foam sheets during a concrete pour of the wall. The strongbacks each have a pair of hangers adapted to be secured over the top U-shaped channels to secure the strongbacks to the foam sheets. A top wall spacer is used to join a strongback on one side of the wall cavity to a strongback on a second side of the cavity to resist pressure exerted outward on the foam sheets during a concrete pour to form the wall.” An ultra high strength
U.S. Patent Application Publication No. 20090000241 discloses a “method for forming integrally insulated concrete sandwich walls or wall components is disclosed. The walls are fabricated by casting the walls vertically and pumping the concrete from the bottom of the form or from sides near the base. Walls fabricated thus can be used in commercial, industrial, residential, and agricultural buildings. These walls can be cast on-site or in a manufacturing plant.”
U.S. Patent Application Publication No. 20080289276 discloses “an improved cementitious mixture used to form structural components that are strong, lightweight, heat and fire resistant, and very economical to produce. The material includes a mixture of cement, water, ribbon-like virgin polyethylene strips and aggregate materials. The aggregate preferably includes recycled industrial waste products. Examples of these industrial wastes include shredded tires, wood by-products, waste coal combustion by-products, recycled waste gypsum products, recycled industrial foundry sand, and waste foam products such a Styrofoam. This new cementitious material is strong and lightweight. It has a lower thermal conductivity than conventional concrete and therefore improved insulative properties. The use of industrial recyclables not only enhances the performance characteristics of the components made from this material but aids in maintaining the environment by providing a practical use for industrial waste.”
U.S. Patent Application Publication No. 20090071378 discloses an “ultra high strength fiber-reinforced mortar or concrete that shows a higher fluidity (workability) at the fresh state, a higher bending strength with a less content of metal fiber by enhancing both the absolute value of the compressive strength of mortar-matrix excluding metal fiber and the ratio of the bending strength relative to the compressive strength simultaneously at the hardened state, and acceptability of fine aggregate being used in ordinary ready-mixed concrete. An ultra high strength fiber-reinforced cement composition is characterized in that it contains cement, silica fume, coal gasification fly ash, gypsum and metal fiber and that the mass ratio of silica fume:coal gasification fly ash is 95 through 50 portions: 5 through 50 portions. Ultra high strength fiber-reinforced mortar or concrete contains such a cement composition and fine aggregate. An ultra high strength cement additives is characterized in that it contains silica fume, coal gasification fly ash and gypsum as principal ingredients and the mass ratio of silica fume: coal gasification fly ash is 95 through 50 portions: 5 through 50 portions.”
U.S. Patent Application Publication No. 20070289502 discloses a “mixture of metal fiber concrete based on cement, granular elements and water, comprising metal fibers whose diameter ranges from 1.15 mm and 1.8 mm, et wherein the form coefficient thereof is 35-t 45. The dosing of metal fibers is at least 80 kg/m.sup.3. This concrete mixture is particularly adapted to the creation of structural elements such as floor slabs without traditional reinforcements.”
U.S. Patent Application Publication No. 20070062144 discloses “a form panel system that is capable of constructing a frame structure including a wall of a concrete-based building and a concrete structure including various retaining walls for civil-engineering works. The form panel system comprises compression cement boards disposed opposite to each other while being spaced a predetermined distance from each other, the compression cement boards being reinforced with fiber materials, reinforcing boards obtained by forming the compression cement boards in predetermined shapes, or foamed plastic heat insulating panels, and metal plate studs disposed between the compression cement boards. The metal plate studs are composed of metal plates having predetermined thicknesses and distances therebetween, which are selected depending on the durability of concrete. Each of the metal plate studs has at least one opening formed therein. Each of the metal plate studs is provided at both opposite side ends thereof with bent parts. The metal plate stud is fixed to the respective compression cement boards by means of fixing pieces, and concrete is injected and cured into the space between the compression cement boards, to which the metal plate studs are fixed and the foamed plastic heat insulating panels are attached. According to the present invention, the fiber-reinforced compression cement boards, the foamed plastic heat insulating panels, the metal plate studs having the openings are vertically or horizontally arranged without limits.”
U.S. Patent Application Publication No. 20040258911 discloses a “concrete article comprised of concrete having therein a reinforcing fiber, where at least about 50 percent of the reinforcing fibers are frayed only at an end or ends of the reinforcing fibers, may be made by mixing concrete, water and a reinforcing fiber for a sufficient time to fray the ends of at least 50 percent of the fibers and curing the mixture to form the concrete article. The fiber may be a reinforcing fiber comprised of at least two filaments bonded together and the filaments being comprised of a polymeric core and a polymeric sheath comprised of a fusing-fraying polymer, such that the reinforcing fiber, when mixed with inorganic particulates, frays predominately only at an end or ends of the fiber.”
The inventions disclosed and taught herein are directed to an improved method of constructing a concrete insulated form wall.
The present invention relates to a method of constructing a wall to meet an applicable building code, and a wall created by this method. The method may include placing insulating concrete forms, having a cavity, where the wall is to be constructed; placing a limited quantity of metal reinforcement steel within the cavity, such that the limited quantity of reinforcing steel is insufficient to meet the applicable building code; and pouring a mix of aggregate, sand, cement, fly ash, and mineral fibers into the cavity; and allowing the mix to cure, thereby meeting the applicable building code without additional metal reinforcement. The mix may contain between 40 and 50% stone, between 30 and 40% sand, between 10 and 15% Portland cement, between 5 and 10% fly ash, between 0.5 and 2% mineral fibers, and between 0.005 and 5% admixtures by weight. More specifically, the mix may contain between 45 and 50% stone, between 30 and 35% sand, between 10 and 12% Portland cement, between 5 and 8% fly ash, between 1 and 2% mineral fibers, and between 0 and 1% admixtures by weight. In one specific example, the mix may contain approximately 48.24% stone, 33.15% sand, 10.32% Portland cement, 6.88% fly ash, 1.41% mineral fibers, and preferably less than 0.005% of admixtures by weight. The mix may contain mineral fibers of different grades and/or dimensions.
The Figures described above and the written description of specific structures and functions below are not presented to limit the scope of what Applicants have invented or the scope of the appended claims. Rather, the Figures and written description are provided to teach any person skilled in the art to make and use the inventions for which patent protection is sought. Those skilled in the art will appreciate that not all features of a commercial embodiment of the inventions are described or shown for the sake of clarity and understanding. Persons of skill in this art will also appreciate that the development of an actual commercial embodiment incorporating aspects of the present inventions will require numerous implementation-specific decisions to achieve the developer's ultimate goal for the commercial embodiment. Such implementation-specific decisions may include, and likely are not limited to, compliance with system-related, business-related, government-related and other constraints, which may vary by specific implementation, location and from time to time. While a developer's efforts might be complex and time-consuming in an absolute sense, such efforts would be, nevertheless, a routine undertaking for those of skill in this art having benefit of this disclosure. It must be understood that the inventions disclosed and taught herein are susceptible to numerous and various modifications and alternative forms. Lastly, the use of a singular term, such as, but not limited to, “a,” is not intended as limiting of the number of items. Also, the use of relational terms, such as, but not limited to, “top,” “bottom,” “left,” “right,” “upper,” “lower,” “down,” “up,” “side,” and the like are used in the written description for clarity in specific reference to the Figures and are not intended to limit the scope of the invention or the appended claims.
Applicants have created a method of constructing a wall to meet an applicable building code, and a wall created by this method. The method may include placing insulating concrete forms, having a cavity, where the wall is to be constructed; placing a limited quantity of metal reinforcement steel within the cavity, such that the limited quantity of reinforcing steel is insufficient to meet the applicable building code; pouring a mix of aggregate, sand, cement, fly ash, and mineral fibers into the cavity; and allowing the mix to cure, thereby meeting the applicable building code without additional metal reinforcement. The mix may contain between 40 and 50% stone, between 30 and 40% sand, between 10 and 15% Portland cement, between 5 and 10% fly ash, between 0.5 and 2% mineral fibers, and between 0.005 and 5% admixtures by weight. More specifically, the mix may contain between 45 and 50% stone, between 30 and 35% sand, between 10 and 12% Portland cement, between 5 and 8% fly ash, between 1 and 2% mineral fibers, and between 0 and 1% admixtures by weight. In one specific example, the mix may contain approximately 48.24% stone, 33.15% sand, 10.32% Portland cement, 6.88% fly ash, 1.41% mineral fibers, and preferably less than 0.005% of admixtures by weight. The mix may contain mineral fibers of different grades and/or dimensions.
Building code requirements typically require steel reinforcement, such as one half inch #4 rebar and/or five eighth inch #5 rebar depending on loads, in an Insulated Concrete Form (ICF) wall, irrespective of a thickness of concrete found in a center cavity of the ICF form. Without this traditional steel reinforcement in concrete building envelopes, an ICF wall system to not achieve building code requirements, especially during peak loading. Of course, inclusion of traditional steel reinforcement is costly, both in terms of materials and labor.
One relatively recent attempt to solve this problem is to replace some of the rebar with steel fiber. For example, Propex®'s Novamesh ICF mix design relies heavily on steel-fiber reinforcement to replace the structural strength achieved with traditional steel rebar reinforcement. Similarly to traditional steel rebar reinforcement, the steel fibers, when blended with concrete, are mechanically-bound within the hardened concrete matrix. The steel fibers provide the structural strength necessary to produce a concrete mix design with enough strength to meet building code requirements and/or American Society of Testing and Measures (ASTM) and/or American Concrete Institute (ACI) comparative tests. Consequently, the removal of steel-fiber reinforcement in the ICF building envelope would cause a Novamesh wall system to not develop enough strength during peak loading conditions to meet building code requirements. Additionally, the limited amount of polypropylene fibers found in the Novamesh ICF mix would not provide enough strength to, independently, provide the necessary structural reinforcement during peak loading conditions as the fibers are not actually structural fibers. Instead, the polypropylene fibers are included in the mix design to provide non-structural protection against shrinkage.
In addition, current steel fiber reinforcement has difficulty dispersing properly in the concrete matrix due to the “interlocking” nature of the steel fibers as they are blended. Since the fibers do not adequately disperse, it is questionable if the fibers are adequately distributed throughout the wall or consolidated within isolated regions of the wall. Sporadic placement of steel reinforcement would have significant structure implications for steel-fiber reinforced concrete. First, if an isolated wall section is void of steel fibers, this isolated section would be significantly weaker than intended. Second, if an isolated area of the wall experienced steel-fiber ‘balling’, this area would lack the quantity of cement binder necessary to mechanically fasten the steel fiber in place. In both cases, current steel fiber reinforcement may not meet building code requirements without expensive and time consuming installation practices.
In contrast, the mix design of the present invention uses minerals in place of steel-fibers to achieve the required strength needed to achieve building code requirements and/or ASTM and/or ACI approval for replacing traditional steel reinforcement in ICF wall systems. The use of minerals to replace steel reinforcement in ICF construction harnesses the synergistic relationship between unique combinations of natural occurring minerals, such as multiple lengths, thicknesses, compositions, and/or grades of mineral fibers, cement, and an industrial waste product, such as fly ash. In one preferred embodiment, the mineral fibers comprise a calcium inosilicate mineral (CaSiO3) that may contain small amounts of iron, magnesium, and manganese. In other embodiments, the mineral fibers comprise one or more of the pyroxene group of minerals.
Rather than relying on mechanical bonding such as with steel rebar, steel fiber, and synthetic reinforcement for ICF construction, the mix design of the present invention relies on a chemical bond created through the unique combination of natural minerals, cement and fly ash. To put it another way, the bond which binds synthetic and steel fiber-reinforced concrete is mechanical, in that as the concrete dries, the fibers are bound in place, providing the required strength. In contrast, the mix design of the present invention relies on a chemical bond which is created during the concrete hydration process that fuses the materials together, creating a structural concrete matrix with enhanced reinforcement characteristics.
Along with considerable cost savings, removing steel reinforcement (rebar) and steel fiber reinforcement in ICF walls will dramatically improve the workability, consistency, strength and embodied energy of the concrete in ICF construction. Additionally, the elimination of steel reinforcement will allow for the reduction of labor to place and consolidate the fiber-filled concrete by eliminating the “balling” effect characterized by concrete with steel fiber reinforcement.
While others have used wollastonite in concrete mixtures for non-structural applications, these applications rely on a single grade, or length, of wollastonite and typically use 10% wollastonite per concrete volume, or greater. This use of mineral fibers, creates a concrete matrix with enhanced aesthetic attributes and reduced cosmetic cracking, which cannot meet structural building code requirements because such concrete mixes are simply not strong enough to be considered structural.
Furthermore, in our internal testing we discovered that combined grades of mineral fibers, when mixed with a high volume of fly ash, develops uncharacteristically-high flexural and axial strengths. In once embodiment, this uncharacteristically-high flexural and axial strength was exhibited in a mix containing only 1.41% mineral fibers by concrete volume. The chemical bonding, as opposed to traditional mechanical bonding, of the mix design of the present invention creates a finished structural wall system that exceeds building code requirements and/or ASTM and ACI testing standards, thereby allowing the mix design of the present invention to eliminate the need for most traditional steel reinforcement and all steel-fiber reinforcement. The mix design of the present invention, thus, meets both peak and post-peak strength requirements without the metal reinforcement previously needed.
The mix design of the present invention may also replace 40% of cement traditionally used with an industrial waste product, such as fly ash, rather than the common practice to only replace up to 20% of cement with fly ash. We believe that these higher levels of fly ash positively contribute to the chemical reactions and bonding taking place in the concrete hydration process. For example, we believe that pozzolons in the fly ash react with free calcium ions in the cement and mineral fibers enhancing the chemical bonding during the concrete hydration process.
We also believe that the ICF forms themselves provide optimal curing conditions that help improve the structural performance of the mix design of the present invention. For example, the chemical reactions may be enhanced because the concrete matrix cures within an insulated curing cavity. This cavity may help maintain a consistent temperature throughout the curing process. This cavity may also allow less water to escape during placement and curing. Both of these attributes would lead to enhanced structural characteristics. In comparison, ICF walls reinforced with steel fibers would not benefit from such optimal curing since the fiber-concrete bond is mechanical rather than chemical.
In one preferred embodiment, the mix design contains approximately 48.24% stone, or aggregate, 33.15% sand, 10.32% Portland cement, 6.88% fly ash, 1.41% minerals, and preferably less than 0.005% of admixtures by weight. However, a mix according to the present invention may contain between 30 and 50% stone, with a preferred range being between 40 and 50% stone. A mix according to the present invention may also contain between 30 and 50% sand, with a preferred range being between 30 and 40% sand. A mix according to the present invention may also contain between 5 and 20% Portland cement, with a preferred range being between 10 and 15% Portland cement. A mix according to the present invention may also contain between 2 and 15% fly ash, with a preferred range being between 5 and 10% fly ash. A mix according to the present invention may also contain between 0.5 and 10% minerals, with a preferred range being between 0.5 and 2% minerals. A mix according to the present invention may also contain between 0 and 10% admixtures, with a preferred range being between 0.005 and 5% admixtures. Thus, a preferred mix may contain between 40 and 50% stone, between 30 and 40% sand, between 10 and 15% Portland cement, between 5 and 10% fly ash, between 0.5 and 2% minerals, and between 0.005 and 5% admixtures. The lower end of the range represents the most commonly used percentage of the material and the upper bound is a measure that was determined, through our lab testing, to be unsuitable for this given application. An alternative mix may contain between 45 and 50% stone, between 30 and 35% sand, between 10 and 12% Portland cement, between 5 and 8% fly ash, between 1 and 2% minerals, and between 0 and 1% admixtures. Additional specific mixtures are shown below, along with the relative strength of a given cured wall for each mixture.
Turning now to
The forms 10 are set up, or placed, where the 110 is desired, as set forth in step B. A limited quantity of rebar 30, or other reinforcement, is placed in the forms 10, as set forth in step C. This limited quantity of metal reinforcement is insufficient to meet the applicable building code, as the reinforced wall 100 of the present invention does not rely slowly on the rebar 30, other metal reinforcement, or even mechanical bonding with the reinforcement, in order to meet the applicable building code requirement. This results in significant material cost savings.
The mix 120 is then poured into the forms 10, as set forth in step D. Because there is less rebar 30 in the voids within the forms, and because there is no need of metal fibers in the mix 120, the mix 120 flows relatively easily into the forms 110. Furthermore, because the mix 120 of the present invention is less susceptible to the clumping problems, or “balling” effect, associate with metal fibers in a more traditional mix, less effort is required to ensure proper distribution of the reinforcing materials. Finally, the mix 120 of the present invention is much easier on equipment, as there is no need of metal fibers in the mix 120 which can be damaging to mixing, as well as on-site, equipment. This results in significant labor and equipment cost savings.
Finally, the mix 120 is allowed to cure in the forms 10. As discussed above, the forms 10 provide a consistent temperature throughout the curing process and otherwise provides optimal curing, thereby enhancing the chemical reactions, thereby improving the structural performance of the mix 120 of the present invention. In this manner, the mix 120 of the present invention utilizes chemical bonding, rather than mechanical bonding, of the reinforcement material, such as the mineral fibers discussed above, in order to meet the applicable building code requirement with less metal reinforcement as previously required.
Other and further embodiments utilizing one or more aspects of the inventions described above can be devised without departing from the spirit of Applicant's invention. For example, while the present invention is anticipated to be ideal with four inch ICF walls, the method and/or mix of the present invention may be used with thinner or thicker walls, such as six or eight inch walls. Furthermore, while the invention is particularly well suited to ICF walls, the method and/or mix of the present invention may be used with other forms of concrete construction, such as cast-in-place or pre-cast walls, floors, and/or other panels or pavements. The method and/or mix of the present invention may also be used with tilt-up applications, such as where walls or other vertical elements are formed horizontally and then tilted-up vertically. Additionally, synthetic fibers may be used to supplement and/or replace some of the mineral fibers. Further, the various methods and embodiments of the present invention can be included in combination with each other to produce variations of the disclosed methods and embodiments. Discussion of singular elements can include plural elements and vice-versa.
The order of steps can occur in a variety of sequences unless otherwise specifically limited. The various steps described herein can be combined with other steps, interlineated with the stated steps, and/or split into multiple steps. For example, the wall 100 may be constructed in sections, each with their own iteration of one or more of the described steps. Additionally, or alternatively, the mix may be prepared while the forms are being placed, for example. Similarly, elements have been described functionally and can be embodied as separate components or can be combined into components having multiple functions.
The inventions have been described in the context of preferred and other embodiments and not every embodiment of the invention has been described. Obvious modifications and alterations to the described embodiments are available to those of ordinary skill in the art. The disclosed and undisclosed embodiments are not intended to limit or restrict the scope or applicability of the invention conceived of by the Applicants, but rather, in conformity with the patent laws, Applicants intend to fully protect all such modifications and improvements that come within the scope or range of equivalent of the following claims.
This application is the National Stage of International Patent Application No. PCT/US2011/062519, entitled “Reinforced Wall System and Method,” filed Nov. 30, 2011, which claims the benefit of priority to U.S. Provisional Application No. 61/419,171, entitled “Reinforced Wall System and Method,” filed Dec. 2, 2010, all of the foregoing applications being hereby incorporated by reference in their entirety.
| Filing Document | Filing Date | Country | Kind | 371c Date |
|---|---|---|---|---|
| PCT/US11/62519 | 11/30/2011 | WO | 00 | 10/17/2013 |
| Number | Date | Country | |
|---|---|---|---|
| 61419171 | Dec 2010 | US |
