AU2003200597B2 - Method of constructing a concrete building slab - Google Patents

Description

P/00/011 Regulation 3.2 COMMONWEALTH OF AUSTRALIA Patents Act 1990 COMPLETE SPECIF/CA TON FORA STANDARD PA TENT Name ofApp/icant" Actua//nventor(s): Address for Service: EVOLUTION INTERNATIONAL PTY LTD Paul Anthony Camilleri AHEARN FOX Patent Trade Mark Attorneys GPO Box 1149 Brisbane Queensland 4001 'METHOD OF CONSTRUCTING CONCRETE BUILDING SLAB" Inventfon ritfe: The following statement is a full description of this invention, including the best method of performing it known to us: METHOD OF CONSTRUCTING A CONCRETE BUILDING SLAB This invention relates to a method of constructing concrete building slabs.

One problem from which on-ground concrete slabs presently suffer is that they are subject to soil movement, particularly a phenomenon known as soil heave. Soil heave is due at least in part to expansion of soil particles when they become wet which results in the surface of the soil rising and applying uplifting forces to the slab resting thereon. The uplifting forces can be high enough to lift the concrete slab in places which can cause cracking of the slab and the walls which rest on the slab. Soils which have a high clay content are highly reactive to moisture levels and can cause significant damage to a building as they expand.

One object of the present invention is to provide a method of construction which overcomes or at least ameliorates the aforementioned problem.

The invention in one aspect resides broadly in a method of constructing a concrete building slab, including: loosening the soil on which the concrete building slab is to be constructed to at least a predetermined loosening depth so as to expand it upwards; driving a plurality of piles into the soil in predetermined respective locations to a predetermined founding depth; and subsequently forming a concrete slab on the loose soil to be supported by the piles.

-2- In another aspect the invention resides broadly in a method of constructing a concrete building slab, including: loosening the soil on which the concrete building slab is to be constructed to at least a predetermined loosening depth so as to expand it upwards; driving a plurality of piles into the soil in predetermined respective locations to a predetermined founding depth; and setting formwork on the loosened soil to define the perimeter of the concrete slab to be constructed; and subsequently forming a concrete slab on the loose soil defined by the formwork and supported by the piles.

Advantageously, loosening the soil prior to forming the concrete slab is believed to prevent damage due to soil heave when the soil becomes wet from seepage of moisture from the surrounding soil into the soil under the slab. Preferably, the soil is loosened to a depth sufficient to raise the surface of the soil to a level which is equal to or greater than the level to which the surface would rise if the soil was to become wet.

It will be appreciated that the depth of loosening required will depend on various characteristics of the soil and in some cases may be to a depth of 800mm while in other cases it may be 600mm while in others it may be as little as 200mm. Characteristics which may be considered include swell potential of the soil, shrink potential, bearing capacity and soil type although other characteristics may also be considered.

Preferably, the soil is loosened to a depth sufficient to raise the surface of the soil to a level which is equal to or greater than the level to which the surface would rise if the soil was to become wet. However, it is believed that the loosening of the soil places it in a form in which it can accommodate sufficient movement to avoid a damaging amount of soil heave on the slab, thus preventing cracking of the slab and any walls which may be erected on the slab. The depth of loosening required depends on the reactivity of the soil. For example, a moderately reactive soil may have a wet to dry change in height of 30 mm while a highly reactive soil may have a change of 75 mm and an extremely reactive soil may have a change of 110 mm. Thus, the depth of loosening required to achieve an increase in the level of the soil (by introducing voids into the soil) increases as the reactivity increases and might be 400 mm for a moderately reactive soil and 800 mm for an extremely reactive soil. It will be appreciated that irrespective of the wetness of the soil at the time of loosening, provided a depth of loosening is selected for the reactivity of the soil from a table prepared on the'basis of dry soil, the loosened surface will be higher than the maximum wet height of the soil.

Although the soil may be loosened by a number of different operations, the preferred methods are ripping and/or scarifying.

Typically, the founding depth to which the piles are driven would be significantly deeper than the loosening depth to which the soil is ripped, scarified, ploughed or the like although it will be appreciated that in some cases a layer of clay soil may lie directly on a layer of rock and the clay may be ripped completely through to the rock and the piles may found on the rock.

The method may include forming the loosened soil into a predetermined profile prior to forming the slab having high and low portions prior to forming the slab so that the slab formed thereon will have thickened portions in desired locations, for example, integrally formed beams.

In another aspect the invention resides broadly in a concrete slab constructed according to the method previously described.

In another aspect the invention resides broadly in a building including a concrete slab constructed according to the method previously described.

In order that the invention may be more clearly understood and put into practical effect, reference will now be made to the accompanying drawings.wherein: Fig. 1 is a cross-sectional elevation of part of a dwelling house having a concrete slab floor constructed according to the invention; and Fig. 2 is a ripping plan for the site of a dwelling house.

Fig. 3 is a cross-sectional elevation of part of another dwelling house having a concrete slab floor constructed according to the invention.

The dwelling house 10 illustrated in part in Fig. 1 has a reinforced concreted slab floor 11 with an integrally formed edge beam 12 extending around the perimeter and a set down 13 integrally formed with the edge beam. An external wall 14 extends about the perimeter of the wall and has an inner timber frame 16 upstanding from the slab and an brick veneer 17 upstanding from the set-down in known manner. The slab also has intermediate integrally formed beams or drop panels 18 and reinforcing bars and mesh are arranged in typical known manner.

The slab is supported by a plurality of screw piles 21 which are spaced around the perimeter under the edge beam as well as a plurality of internal screw piles 22 which are set out in a grid-like array as more clearly shown in Fig. 2 under the slab with a beam or drop panel 18 resting on each internal pile.

As can be seen in Fig. 1, the natural ground at the site has a layer of unstable heavy clay soil shown as Item 26 beneath which is a layer of stable soil 27 the boundary between the two strata being shown by a dashed line 28. Although the layer of clay soil is about 1.2m deep, only the upper 600mm is seasonally affected significantly (except in very rare occasions) by wet and dry weather during which it expands or contracts.

As can be seen in Fig. 1, the slab between the edge beam and the intermediate beams or drop panels is formed on loose fill which has been introduced on top of the natural soil. However, prior to setting the perimeter formwork, driving the screw piles -6or placing the loose fill, the seasonally affected portion of the natural soil has been loosened to a depth of about 600mm by ripping and/or scarifying in accordance with the pattern shown in Fig.2. As Fig. 2 indicates, ripping and/or scarifying is carried out in two directions with the rippers or tines spaced apart at 400mm intervals. The soil is loosened in this manner up to a distance of about 1.0m beyond the perimeter of the house.

The ripping and scarifying expands the soil upwards by introducing air pockets throughout the soil such that the upper surface is raised to a level shown as Item 31 which is significantly higher than the natural ground level shown as Item 32.

The house 110 illustrated in part in Fig. 3 is constructed in much the same manner as the house illustrated in Fig. 10 and corresponding numbers are used to reference corresponding items but prefaced by a The main difference is that the site profile was originally as shown by line 129 and two layers of fill 126 and 131 were added to level the site and bring it to the required height. The first layer 131 is a fairly unreactive layer of loam and the second layer 126 is reactive clay which has a thickness of about 900mm. In this case, the soil is ripped to the same depth as in Fig. 1 and the screw piles are all founded to the same depth in the stable soil 127.

While the foregoing description has been given by way of illustrative example of the invention, it will be understood that -7the invention may be embodied in many other forms and all such forms are deemed to fall within the broad scope and ambit of the invention as defined by the appended claims.

Claims (7)

1. 2. The method according to Claim 1, including setting a formwork on the loosened soil to define a perimeter of the concrete slab to be constructed before forming the concrete slab. 0
2. 3. The method according to Claim 2, including selecting the predetermined loosening depth by reference to one or more parameters of the soil.
3. 4. The method according to Claim 3, wherein one parameter is the swell potential of the soil. The method according to Claim 4, wherein other parameters include shrink potential and bearing capacity of the soil.
4. 6. The method according to any one of the preceding claims, wherein the depth of loosening is between 200 mm. and 800 mm. /cHELOI O12amd23.08.07.doc
5. 7. The method according to any one of the preceding claims, wherein the loosening of the soil is achieved by ripping, scarifying and/or plowing the soil. 00 (N
6. 8. The method according to Claim 2, including forming the loosened soil into a predetermined profile having high and low S3 portions prior to forming the slab. S) 9. A concrete building slab constructed according to the method of any one of the preceding claims. A building including a concrete slab constructed according to the method of any one of the preceding claims.
7. 11. A method of constructing a concrete building slab as hereinbefore described with reference to the accompanying drawings. 0o /cHELO 102amd23.0807.doc