AU2021106965A4 - Method and preparation of precast floor tiles containing sugarcane baggase ash using self compacting techniques - Google Patents
Method and preparation of precast floor tiles containing sugarcane baggase ash using self compacting techniques Download PDFInfo
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- AU2021106965A4 AU2021106965A4 AU2021106965A AU2021106965A AU2021106965A4 AU 2021106965 A4 AU2021106965 A4 AU 2021106965A4 AU 2021106965 A AU2021106965 A AU 2021106965A AU 2021106965 A AU2021106965 A AU 2021106965A AU 2021106965 A4 AU2021106965 A4 AU 2021106965A4
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- precast floor
- ash
- concrete
- preparation
- floor tiles
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- 240000000111 Saccharum officinarum Species 0.000 title claims abstract description 58
- 235000007201 Saccharum officinarum Nutrition 0.000 title claims abstract description 58
- 238000000034 method Methods 0.000 title claims abstract description 21
- 238000002360 preparation method Methods 0.000 title claims abstract description 17
- 241000609240 Ambelania acida Species 0.000 claims abstract description 51
- 239000010905 bagasse Substances 0.000 claims abstract description 51
- 239000004567 concrete Substances 0.000 claims abstract description 46
- 239000004568 cement Substances 0.000 claims abstract description 23
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 13
- 239000000203 mixture Substances 0.000 abstract description 16
- 238000005299 abrasion Methods 0.000 abstract description 8
- 238000004519 manufacturing process Methods 0.000 abstract description 7
- 239000004615 ingredient Substances 0.000 abstract description 6
- 239000002699 waste material Substances 0.000 abstract description 3
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 238000005266 casting Methods 0.000 description 9
- 230000008901 benefit Effects 0.000 description 7
- 238000005056 compaction Methods 0.000 description 7
- 238000010521 absorption reaction Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 239000011376 self-consolidating concrete Substances 0.000 description 4
- 230000007613 environmental effect Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000012360 testing method Methods 0.000 description 3
- 230000000740 bleeding effect Effects 0.000 description 2
- 238000009408 flooring Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000005204 segregation Methods 0.000 description 2
- 208000036365 Normal labour Diseases 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000008030 superplasticizer Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/30—Water reducers, plasticisers, air-entrainers, flow improvers
- C04B2103/32—Superplasticisers
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
Method and preparation of precast floor tiles containing sugarcane baggase ash using
self compacting techniques
The present invention relates to a method and preparation of precast floor tiles containing
sugarcane baggase ash using self compacting techniques. The object of the proposed
invention is to utilize waste sugarcane bagasse in the preparation of self compacting precast
floor tiles. The composition for preparation of concrete mix for self compacting precast floor
tiles comprises of cement (18.94%, 425 kg), fine aggregate (43.46%, 975 kg), 10 mm coarse
aggregate (26.97%, 605 kg), sugarcane bagasse ash (1.89%, 42.5 kg), water (8.56%, 192 kg)
and superplastizer (0.17%, 3.9 kg) for production of one cubic meter concrete for precast
floor tile. This newly invented precast floor tile have unique feature of improved flexural
resistance, abrasion resistance and impact resistance which will restrict the early crack
formation due to impact loading. There will not be requirement of any vibration to compact
the concrete ingredient to achieved desired strength as it's have self compacting properties.
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1/3
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20
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10
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0%SCBA 10%SCBA
1
Figure 1
4.0
3.5
3.0
2.5
2.0
1.5
1.0
0.5
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0% SCBA 10% SCBA
1
Figure 2
Description
1/3
0%SCBA 10%SCBA
1
Figure 1
4.0 3.5 3.0 2.5 2.0 1.5 1.0 0.5 0.0 0% SCBA 10% SCBA
1
Figure 2
Method and preparation of precast floor tiles containing sugarcane baggase ash using self compacting techniques
Technical field of invention:
[001] Present invention in general relates to the field of civil engineering and more particularly to a composition of mix proportion of self compacting precast floor tile containing sugarcane bagasse ash.
Background of the invention:
[002] Now a days, precast concrete products are becoming more popular as they have several benefit such as low cost, easily available, easy casting at site, ready to fix and having improved engineering properties. As this type of products manufactured in the factory, it will be having improved quality control and can be manufactured throughout the year. Another advantage of precast panel is that it can be resist more environmental effect as precast panel is cast in the factory not on the site. Hence drawback associated with casting of any concrete product can be overcome in this type of construction.
[003] On the other hand, the application of concrete without compaction/vibration has several advantages such as better and more reliable quality, better performance, dense and '0 uniform surface texture, improved engineering properties, faster and economical casting that is called as self compacting concrete.
[004] Self compaction concrete has ability to flow into mould under its self weight. This type of concrete does not have problem of bleeding and segregation. This type of concrete required less time of casting as there is no need of external vibration hence it is cost effective. Shortcoming of the conventional concrete such as poor flow ability and subsequent segregation/bleeding problem, delayed construction time have overcome in the self compacting concrete.
[005] Precast floor tiles is a type of product of concrete that is prepared, cast and cured at factory in the quality controlled environment with the reusing moulds. After casting, these floor tiles transported to the construction site. These precast floor tiles can be fixed at site with the help of normal labour. As this is the factory made product hence it is more economical and more practical.
[006] In this invention, our focus was on to produce concrete having more flexural strength as well sufficient impact resistance as compared to conventional concrete. Improved impact resistance is responsible for less cracking at same impact load. To achieve this goal, sugarcane bagasse was incorporated in the concrete to make self compacting in nature. By utilizing sugarcane bagasse, two benefits were achieved simultaneously i.e. environmental problem associated with sugarcane bagasse and reduction in consumption of cement in concrete.
[007] Regarding the sustainability, these precast floor tile having waste material i.e. sugarcane bagasse ash as well having less consumption of cement in the product. Simultaneously this newly developed product is having improved engineering properties such as flexural strength, impact resistant which are essential properties of any flooring material. Simultaneously, no compaction/vibration is required to develop this product as it is having self compaction properties.
[008] Precast floor tiles can be used in the parking space, ramp of any building, flooring of '0 porch of any building. These precast floor tiles can be fixed easily on site without any special fixing procedure and without any risk.
[009] Consequently, none of method is available in prior art utilizing sugarcane bagasse ash in self compacting precast floor tiles. And, there is a vital need of utilize waste product of sugar manufacturing unit in to sustainable construction as it is very difficult for sugar manufacturing units to reuse anywhere. In the areas of these manufacturing units, several environmental problems associated with sugarcane bagasse ash create. Hence, present invention provides a mix proportion of preparation of self compacting precast floor tiles containing sugarcane bagasse ash as partial replacement of cement.
Object of the invention:
[0010] Primary object of the present invention is to provide a method of preparation of self compacting precast floor tile utilizing sugarcane bagasse ash.
[0011] Another object of the present invention is to provide a mix proportion of self compacting concrete containing 10% sugarcane bagasse as partial replacement of cement in the preparation of precast floor tiles.
[0012] Yet another object of the present invention is to provide a precast floor tiles having an improved flexural resistance, abrasion resistance and impact resistance.
[0013] Other objects, features and advantages will become apparent from detail description and appended claims to those skilled in art.
Summary of the invention:
[0014] Accordingly following invention provides a composition of self compacting precast floor tile utilizing sugarcane bagasse ash. The present invention provides a mix proportion of utilizing 10% sugarcane bagasse as partial replacement of cement in the preparation of '0 precast floor tiles. The composition for preparation of concrete mix for precast floor tiles comprises of cement (18.94%, 425 kg), fine aggregate (43.46%, 975 kg), 10 mm coarse aggregate (26.97%, 605 kg), sugarcane bagasse ash (1.89%, 42.5 kg), water (8.56%, 192 kg) and superplastizer (0.17%, 3.9 kg) for production of one cubic meter concrete. Freshly prepared mix concrete is poured in casting moulds and casting mould are left in free environment for next 24 hrs then casting moulds are de-molded and are kept in water tank for 28 days curing. The specimens are tested after 28 days of standard curing.
Brief description of drawing:
[0015] This invention is described by way of example with reference to the following drawing where,
[0016] Figure 1 of sheet 1 shows graphical representation of the compressive strength of conventional concrete (0% sugarcane bagasse ash) and concrete containing 10% sugarcane bagasse ash by weight of cement. Where, 1 denotes percentage of sugarcane bagasse ash, 2 denotes Compressive strength (N/mm 2).
[0017] Figure 2 of sheet 1 shows graphical representation of the flexural strength of conventional concrete (0% sugarcane bagasse ash) and concrete containing 10% sugarcane bagasse ash by weight of cement. Where, 1 denotes percentage of sugarcane bagasse ash, 3 denotes Flexural strength (N/mm2).
[0018] Figure 3 of sheet 2 shows graphical representation of the water absorption of conventional concrete (0% sugarcane bagasse ash) and concrete containing 10% sugarcane bagasse ash by weight of cement. Where, 1 denotes percentage of sugarcane bagasse ash, '0 4 denotes water absorption (%).
[0019] Figure 4 of sheet 2 shows graphical representation of the abrasion resistance in terms of loss of thickness of conventional concrete (0% sugarcane bagasse ash) and concrete containing 10% sugarcane bagasse ash by weight of cement. Where, 1 denotes percentage of sugarcane bagasse ash, 5 denotes abrasion resistance in terms of loss of thickness (mm)
[0020] Figure 5 of sheet 3 shows graphical representation of impact resistance in terms of numbers of blows required for first crack of conventional concrete (0% sugarcane bagasse ash) and concrete containing 10% sugarcane bagasse ash by weight of cement. Where, 1 denotes percentage of sugarcane bagasse ash, 6 denotes number of blows required for first crack.
[0021] Figure 6 of sheet 3 shows graphical representation of the impact resistance in terms of numbers of blows required for ultimate failure of conventional concrete (0% sugarcane bagasse ash) and concrete containing 10% sugarcane bagasse ash by weight of cement. Where, 1 denotes percentage of sugarcane bagasse ash, 7 denotes number of blows required for ultimate failure.
[0022] In order that the manner in which the above-cited and other advantages and objects of the invention are obtained, a more particular description of the invention briefly described above will be referred, which are illustrated in the appended drawing. Understanding that these drawing depict only typical embodiment of the invention and therefore not to be considered limiting on its scope, the invention will be described with additional specificity and details through the use of the accompanying drawing.
Detailed description of the invention:
[0023] The present invention relates to a composition of self compacting precast floor tile utilizing sugarcane bagasse ash. The proposed invention provides a mix proportion of '0 utilizing 10% sugarcane bagasse as partial replacement of cement in the preparation of precast floor tiles.
[0024] The proposed method provides utilization of sugarcane bagasse ash in the preparation of a self compacting precast floor tiles. These precast floor tiles formulation are produced using sugarcane bagasse ash of 10% of total weight of cement apart from its normal ingredient materials such as fine aggregate, coarse aggregates and water.
[0025] In the proposed method cement, fine aggregates, coarse aggregates, water and sugarcane bagasse ash utilized to produce concrete mixes for precast floor tiles. Proportions of various ingredients are shown in Table 1.
[0026] Table 1: Proportion of material to produce one cum of concrete for precast floor tile
Type of Cement Fine 10mm Sugarcane Water Superplasticizer concrete (Kg) aggregate Coarse bagasse (Kg) (Kg) (Kg) aggregate ash (Kg) (Kg) Conventional 425 975 605 0 192 3.9 concrete Concrete containing 382.5 975 605 42.5 192 3.9 sugarcane bagasse ash
[0027] In the preferred embodiment, the composition for preparation of concrete mix for precast floor tile comprises of cement (18.94%, 425 kg), fine aggregate (43.46%, 975 kg), 10 mm coarse aggregate (26.97%, 605 kg), sugarcane bagasse ash (1.89%, 42.5 kg), water (8.56%, 192 kg) and superplastizer (0.17%, 3.9 kg) for production of one cubic meter concrete.
[0028] Yet in the proposed method the sugarcane bagasse ash was used as cement replacement to produce self compacting concrete. The sugarcane bagasse was collected from manufacturing industry of sugar.
[0029] Mixing of sugarcane bagasse ash is carried out simultaneously with the mixing of cement and other ingredients.
[0030] In the further process, the precast floor tiles is cast into pre-defined mould of having size of 300mm x 300mm x 40mm. concrete was poured in the mould after mixing of all ingredients in the pan type mixer. As concrete is having self compaction in nature hence there was no need of vibration/compaction. After casting into mould, mould was left for 24 hours for setting and after that product was placed into curing tank for 28 days. During the mixing of ingredients, admixture/superplastizer was included to maintain the workability as well self compaction nature of fresh concrete.
[0031] Therefore the prepared product is tested in laboratory first for compressive strength, flexural strength, water absorption, abrasion resistance and impact resistance. In the testing, it is observed that compressive strength of concrete containing sugarcane bagasse ash is increased by only 3.53% at 28 days, in comparison of the conventional concrete as shown in Figure 1. Increase in the strength is attributable to the transformation of CH into CSH due to pozzolanic reaction. Flexural strength of this modified concrete increased by 10.90% as shown in Figure 2. Water absorption of concrete containing sugarcane bagasse increased by 4.72% as shown in Figure 3. Abrasion resistance is also increased by 18.68% as shown in Figure 4 which is within the permissible limit as per Indian Standard IS 1237: 2012. At the same time, impact resistance was increased 12.50% at the first crack where impact resistance was increased 15.79% at the ultimate failure as shown in Figure 5 and 6.
[0032] Table 2: Test results of precast floor tiles with sugarcane bagasse ash Test Results of conventional Result of modified concrete concrete containing sugarcane bagasse ash Compressive strength 31.20 MPa 32.30 MPa (Figure 1) (Figure 1) Flexural strength 3.12 MPa (Figure 2) 3.46 MPa (Figure 2)
Water absorption 1.06% (Figure 3) 1.11% (Figure 3)
Abrasion resistance 1.82mm (Figure 4) 1.48mm (Figure 4)
Number of blows 16 (Figure 5) 18 (Figure 5) required in Impact resistance at first crack Number of blows 19 (Figure 6) 22 (Figure 6) required in Impact resistance at ultimate failure
[0033] Therefore in the preferred embodiment it is confirmed that the sugarcane bagasse ash of total volume of cement in precast floor tiles can be used with improved compressive strength, flexural strength, abrasion resistance and impact resistance properties.
[0034] Additional advantages and modification will readily occur to those skilled in art. Therefore, the invention in its broader aspect is not limited to specific details and representative embodiments shown and described herein. Accordingly various modifications may be made without departing from the spirit or scope of the general invention concept as defined by the appended claims and their equivalents.
Claims (3)
1. A method and preparation of precast floor tiles containing sugarcane baggase ash using self compacting techniques, comprises of cement (18.94%, 425 kg), fine aggregate (43.46%, 975 kg), 10 mm coarse aggregate (26.97%, 605 kg), sugarcane bagasse ash (1.89%, 42.5 kg), water (8.56%, 192 kg) and superplastizer (0.17%, 3.9 kg).
2. The method and preparation of precast floor tiles containing sugarcane baggase ash using self compacting techniques as claimed in claim 1 is self compacted concrete which can be compacted without vibration.
3. The method and preparation of precast floor tiles containing sugarcane baggase ash using self compacting techniques as claimed in claim 1 wherein 10% cement was replaced by sugarcane bagasse ash.
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AU2021106965A AU2021106965A4 (en) | 2021-08-24 | 2021-08-24 | Method and preparation of precast floor tiles containing sugarcane baggase ash using self compacting techniques |
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AU2021106965A Ceased AU2021106965A4 (en) | 2021-08-24 | 2021-08-24 | Method and preparation of precast floor tiles containing sugarcane baggase ash using self compacting techniques |
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2021
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FGI | Letters patent sealed or granted (innovation patent) | ||
MK22 | Patent ceased section 143a(d), or expired - non payment of renewal fee or expiry |