Patent Application
20090151283
The present invention relates to flooring and in particular to wet area flooring. The invention has been developed primarily for providing wet area sheet flooring and will be described hereinafter with reference to this application. However, it will be appreciated that the invention is not limited to this particular field of use.
The following discussion of the prior art is intended to place the invention in an appropriate technical context and enable the advantages of it to be more fully understood. However, any discussion of prior art throughout the specification should not be considered as an express or implied admission that such art is widely known or forms part of common general knowledge in the field.
One known method of laying a foundation for wet area flooring involves abutting sheets of compressed fibre cement side by side across a desired wet area and subsequently fastening the sheets in place. A disadvantage of compressed fibre cement products currently used for this application is that they are particularly heavy, making transportation, handling and installation difficult. Furthermore, the density of the compressed products prevents effective pneumatic or power nail fastening and in order to screw the sheets in place, the screw holes must be pre-drilled and countersunk which is time-consuming relative to pneumatic or power nailing.
The abutting edges of the sheets are typically fastened to joists wherever possible to minimise relative movement between adjacent sheets. Current practice is also to provide support on trimmers between floor joists to the edges that are not supported continuously on a floor joist, in order to provide adequate support for the edges and reduce the likelihood of relative movement between the abutting edges of adjacent sheets.
Once the floor sheeting is secured and adequately waterproofed, tiles can be laid in conventional manner. In many instances, floor sheeting is installed directly over subflooring. The subflooring may comprise particle-board, press board, OMD, or other such timber-based subflooring products. If the waterproofing is not installed correctly, if it deteriorates over time, or if defects in the waterproofing surface and connections develop, water may penetrate through to the underlying floor sheeting which, depending on the sheet flooring material, may become damaged due to water effects such as swelling and other mechanisms. This in turn can disrupt the finish of the flooring surface or the integrity of the underlying structure.
In addition to the desirability of avoiding problems related to moisture absorption after installation, it is also highly desirable for a product to resist moisture absorption during transport and storage. For example, although compressed fibre cement is generally resistant to moisture damage, moisture absorption can lead to increased mass during storage prior to installation, thereby increasing transportation costs and making handling more burdensome. A means of resisting moisture absorption during storage prior to installation is therefore desirable for ease of handling, installation and transportation.
It is an object of the present invention to overcome or ameliorate one or more of the disadvantages of the prior art, or at least to provide a useful alternative.
Accordingly, in a first aspect, the invention provides a fibre reinforced cement bound flooring sheet that is suitable for use in wet area flooring, is lower in density than conventional compressed fibre cement wet area flooring, and is nailable.
Preferably, the sheet flooring material is nailable with conventional pneumatic or power nailing equipment.
Preferably, the sheets are strong enough to meet loading requirements for domestic construction flooring on supporting members spaced at 450 mm centres. In one preferred embodiment, the fibre reinforced cement sheet has a dry density lower than about 1.25 g/cm3. It is preferable that a fibre reinforced cement bound sheet having a nominal thickness of 19 mm exhibits a bending strength sufficient to withstand a uniform load of 5 to 9 kPa when supported at 450 mm centres along its length, whether the cement bound sheet is dry or saturated with water.
Typically, the sheets have a front or outer surface, a back surface, and a thickness therebetween. In addition, the sheets have edges of substantially uniform debt corresponding to the thickness between the front and back surfaces. In one preferred form, the described sheets have at least one surface sealed with a polymeric surface coating to give at least one surface of the sheet resistance to moisture absorption. Typically, the outer surface of the sheet is sealed with the polymeric coating. However, additional or alternative surfaces may be coated as well, and the entire sheet is coated in some preferred embodiments. The polymeric coating is preferably specifically formulated to achieve and maintain a strong bond to tile adhesives and bedding materials. On the bottom surface of the sheet the surface coating is preferably adapted to bond to typical adhesives used to bond sheet flooring. On the edges of the sheet the surface coating is preferably adapted to bond to sealants or glues used in the connection of such sheets.
In another preferred form, the sheet is reinforced with a substantially continuous layer of reinforcing material such as sheets or fibres of metals, inorganic fibres, polymeric fibres, carbon fibres or a combination or the above. The reinforcing material can be added in a plane of the sheet in any position throughout the sheet thickness and is preferably positioned at or towards at least one of the outer surfaces. The reinforcing material may be uni-directional or multi-directional, spaced, matt or woven. The reinforcing material is preferably embedded into the sheet material during green forming of the sheet, pressed into the surface of the green sheet article in a green state, or bonded to the surface in a cured or green state. Where glass fibre reinforcement is used, the fibre is preferably resistant to alkali attack. Alkali resistant glass or polymer coated glass fibre are examples of suitable materials.
Another aspect of the invention provides a modular flooring system for a wet area, said flooring system including at least one flooring sheet as previously defined, and complementary connecting means permitting said flooring sheet to be interlockingly engaged with an adjacent sheet to form a substantially coplanar support surface.
In one preferred form, the adjacent complementary sheet is also formed from fibre cement, more preferably a density modified fibre cement sheet having a dry density lower than about 1.25 g/cm3. In another preferred form, the adjacent complementary sheet is formed from particle board.
Preferably, the fibre cement sheet is generally rectangular and the connecting means run along a longitudinal edge. More preferably, the connecting means run along both longitudinal edges. In one preferred form, the connecting means take the form of tongue and groove formations respectively defined on opposite longitudinal edges of the sheet. In this embodiment, the tongue on one sheet and the complementary groove on the adjacent sheet are preferably formed to cooperate with one another to allow a secure connection between the sheets. Various types of tongue and groove geometries are contemplated, including a lock system wherein the tongue is configured with a slight protrusion along its length and the groove is further configured with a corresponding recess along its length to accept the protrusion.
Preferably, the tongue and groove are configured such that when a tongue and groove on adjoining sheets are interlocked, a cavity is created between the tongue and the groove along their lengths to allow glue to be inserted. The glue in this case preferably acts either to bond the connection and/or seal the connection to moisture as required for waterproofing wet areas such as bathroom floors.
In another preferred form, the connecting means take the form of grooves formed in opposite longitudinal edges of each sheet and a complementary elongate joining member adapted for simultaneous engagement with the respective adjacent grooves of adjoining sheets.
Preferably, embodiments of the fibre cement sheet disclosed herein have a dry density of less than about 1.5 g/cm3. More preferably, the fibre cement sheet has a dry density of less than about 1.25 g/cm3.
Preferred embodiments of the fibre cement sheet include elements such as microspheres, pearlite and volcanic ash.
In a particularly preferred form, embodiments of the fibre cement sheet composition include those disclosed in U.S. Pat. No. 6,572,697, entitled “Fiber Cement Building Materials with Low Density Additives”, the full contents of which are hereby expressly incorporated by way of cross-reference. In addition, the preferred fibre cement sheets may be formulated according to embodiments disclosed in U.S. Pat. No. 6,346,146 entitled “Building Products” and also according to embodiments disclosed in Australian Patent No. AU 515151, entitled “Fibre Reinforced Cementitious Articles” the full contents of these documents also being expressly incorporated herein by way of cross-reference.
In some preferred embodiments, the average thickness of the fibre cement sheets is preferably between about 10 mm and 30 mm, and more preferably between 16 to 22 mm. However, in certain embodiments, the thickness may be greater than or less than the disclosed thicknesses yet still provide the advantageous characteristics contemplated by the disclosed embodiments.
According to a further aspect of the invention, there is provided a method of installing a modular flooring system as defined above, including the steps of aligning two or more of the flooring sheets on a support platform and engaging the connecting means on the adjoining sheets so as to form a coplanar support surface.
Preferably, the sheets are fastened to a support surface platform formed by framing members disposed in spaced apart relationship. Various materials may be used to form the support surface platform such as timber, steel or concrete.
The sheets are preferably nailed to the support surface platform. However, other fastening techniques such as screwing or gluing may also be used to secure the sheets in place.
The connecting means on opposed edges are preferably formed by machining. However, this may also be achieved by other methods such as casting, extruding, or fastening.
Preferred embodiments of the invention will now be described, by way of example only, with reference to the accompanying drawings in which:
Referring to the drawings, the invention provides a modular flooring system including at least one generally rectangular fibre cement sheet 1 having connecting means 2 on longitudinal opposed edges such that the sheet 1 may be interlockingly engaged with an adjacent complementary sheet to form a coplanar support surface 3, as seen in
The connecting means 2 serves to resist relative movement, and in particular co-planar misalignment, between abutting sheets along the joins. It will be appreciated by those skilled in the art that the connecting means may take many different forms. In
In another preferred form, as shown in
While the embodiments shown in the accompanying figures illustrate connecting means having square or rectangular geometries, it will be appreciated that the cooperating tongues and grooves can take any desired shape, and are not limited to the exemplary geometries given. The connecting means may be formed on the board by any suitable means, such as by extrusion during the sheet formation process, or by machining once sufficient curing has taken place. Other suitable methods of forming the connecting means will be readily apparent to those skilled in the art.
The fibre cement sheet preferably has a dry density of less than about 1.5 g/cm3 and more preferably less than about 1.25 g/cm3, while retaining strength properties that meet relevant building standards for sheet flooring designed to span spaced apart floor joists. Many different additives and materials, such as density modifiers and strength enhancers, may be utilised in the fibre cement sheets to achieve these desirable characteristics such as microspheres, pearlite, volcanic ash or combinations thereof.
These features provide a sheet with the strength properties needed for a wet area floor. However, transportation and installation time and costs are decreased due to the lightweight characteristics of the material in comparison with currently available products. Furthermore, using this type of product removes the need to countersink screw holes required with higher density materials, as nails can be used to secure the sheets to the underlying joists, thereby significantly decreasing installation time and cost.
In use the fibre cement sheets are applied pre or post autoclave curing with a sealant or sealant combination of a polymer emulsion or solution and/or a water repellent, such as, for example, silanes, siloxanes, waxes or stearates, to decrease the boards' water absorption in order to strengthen the boards and promote water resistant properties. The coating system can encompass air drying, multiple component systems, reactive chemical curing, forced curing (eg heat, steam, accelerates) or radiation cured coatings (eg electron beam, ultra-violet, infra-red, near-infra-red, microwave radiation) or combinations thereof, utilising any curing/drying techniques for water based, solvent based or 100% solids (wet or powder) coating systems. In one preferred embodiment, the edges of the sheets are subsequently machined to form the connecting formations. However, in other embodiments, the edges of the sheets are machined or otherwise formed prior to the coating system being applied so that the edges will exhibit the same low water absorption properties as the surface of the sheet.
Turning now to the method of installation of the system, initially a structural support platform is constructed from timber framing materials, steel framing materials, a concrete base or other suitable means to define a wet area, such as a bathroom floor. In the embodiment of the invention shown in
The sheets are then interlocked via the connecting means 2 and laid across the wet area. The sheets may be connected to one another prior to laying over the support platform. However, in preferred embodiments, the sheets are laid in succession, each being secured in turn to the previous sheet and to the underlying support platform. In some preferred embodiments, glue is used between the connecting formations to secure the sheets together. There is no need to countersink screw holes in the sheets as the density of the board allows the sheets to be secured in place with nails 14, ideally by pneumatic or power nailing. However, screws can be used to secure the sheets to the supporting subfloor or underlying framework if desired. Once the sheets have been secured in place, a suitable waterproofing material is placed over the support surface in the conventional manner. Tiles or other finishing products are then laid.
One embodiment of the flooring sheets described herein was prepared according to the formulation given below in Table 1. It should be understood that the given formulation represents only one exemplary formulation within the scope of U.S. Pat. No. 6,572,697, entitled “Fiber Cement Building Materials with Low Density Additives” and does not constitute all embodiments of the flooring sheets contemplated and disclosed herein.
Tests were conducted to ascertain the strength of the described board in response to a uniformly distributed load (UDL), according to AS 1170.1, “AS/NZS Structural design actions—Permanent, imposed and other actions” by forming a timber frame having dimensions of 2410 mm×1210 mm constructed of 90 mm×45 mm thicknessed radiata pine framing timber, at 450 mm stud centres.
The frame was sheeted with tongue and groove wet area flooring fibre cement sheets as described herein. The sheets used in this example were nominally 900 mm×1800 mm×19 mm. The sheets were trimmed to the required sample size to fit the 1210 mm width of the timber frame. The resulting sheet was 1210 mm×900 mm, and the sheets were laid such that the tongue and groove joint ran across the width of the frame at right angles to the longitudinal joists. The layout of the testing material and apparatus of Example 1 is shown in
A uniformly distributed load test was carried out in accordance with ASTM E72-98, “Standard Test Method for Conducting Strength Tests of Panels for Building Construction.” Each frame was placed over the horizontal opening of the Uniformly Distributed Load Testing Apparatus and it was ensured that the sample was sealed against the apparatus. An appropriate sealer was applied to ensure an airtight seal between the sample and the perimeter edges of the test chamber.
After the sample was installed into the testing apparatus, the air within the test chamber was evacuated, thereby inducing a uniformly distributed load to the sample. The load applied was monitored both by a water manometer, and a pressure transducer connected to an appropriate data acquisition system. The resulting test thereby applied a suction pressure to the underside of the test sample and thus produced a uniformly distributed load.
Linear variable differential transformers (LVDTs) 13 were used in conjunction with the computerised data acquisition system to capture the deflection data. The LVDTs were placed midway between the studs to measure the maximum deflection of the sheets.
The test was run again, after the sample had been saturated with water as per the testing standards. The edge of the frame was adequately sealed against the sample to provide a water-tight seal. The frame was then filled with water, and a minimum 25 mm head of water was maintained for a minimum of 7 days. The water was then drained and the test was performed substantially as described above. The results of the dry and wet deflection tests are shown in the Table 2 below.
The test was continued until the uniform pressure exceeded 9.7 kPa, at which point the pressure was relieved and the test was completed. According to the data presented above, it is clearly seen that the 19 mm tongue and groove fibre cement wet area flooring, installed on joists at 450 mm centres and saturated with water, was able to withstand an average UDL value in excess of 9.7 kPa, which far exceeds the 5 kPa requirements of AS/NZS 1170.1. Furthermore, the floor sheet and flooring configuration described above meets the flooring imposed load concentrated actions requirements for domestic and residential activities described in AS/NZS 1170.1.
Never before to the applicant's knowledge has such a fibre cement wet area flooring material been able to withstand such a high load, yet maintain a dry density below 1.25 g/cm3 to accommodate installation methods such as nailing. The strength and waterproof properties of the fibre cement sheet also make it suitable for use in external wet areas such as decks and other areas of residential housing typically exposed to moist floor areas.
It will be appreciated that the invention provides modular flooring system that is lightweight, nailable, resistance to moisture absorption, and relatively easy to transport and install. Furthermore, the flooring system reduces the need for the use of trimmers, and the chemical structure of the fibre cement sheet significantly decreases the likelihood of swelling if the sheet comes into contact with water. In these and other respects, the invention represents a practical and commercially significant improvement over the prior art.
Although the invention has been described with reference to specific examples, it will be appreciated by those skilled in the art that the invention may be embodied in many other forms.
| Number | Date | Country | Kind |
|---|---|---|---|
| 2005900722 | Feb 2005 | AU | national |
| Filing Document | Filing Date | Country | Kind | 371c Date |
|---|---|---|---|---|
| PCT/AU2006/000202 | 2/15/2006 | WO | 00 | 8/15/2007 |
