DESC:FIELD OF THE INVENTION
[001] The present disclosure pertains to a method for transforming wastes in construction materials. Specifically, the present disclosure pertains to a method that utilizes wastes of textile and glass and transforms in useful and sustainable construction material.

BACKGROUND OF THE INVENTION

[002] The management of waste materials has become a critical concern in contemporary society due to the escalating environmental impacts of improper disposal and the depletion of natural resources. While considerable attention has been directed towards addressing the plastic waste crisis, other non-biodegradable waste types, notably textile and glass waste, have often been overlooked despite their significant environmental implications.

[003] Textile waste, including discarded clothing, fabric scraps, and related products, constitutes a substantial portion of non-biodegradable waste generated worldwide. The disposal of textile waste primarily occurs through landfilling, contributing to the growth of landfills and their associated environmental problems. Additionally, the incineration of textile waste releases harmful pollutants into the atmosphere, leading to air quality issues and environmental degradation.

[004] Glass waste presents a similar environmental challenge, encompassing discarded glass bottles, containers, and other glass products. Glass, although durable, is non-biodegradable and necessitates significant energy for production and recycling. Addressing effective reuse and recycling of glass waste has become a priority for reducing the environmental footprint of such materials.

[005] Further, producing of construction material like bricks or paver blocks requires soil, cement, sand and other natural or artificial materials which otherwise can be used for other purposes.

[006] Hence, there is a need for a method that utilizes wastes and transforms in useful and sustainable construction material and alleviates some of the above mentioned drawbacks.

OBJECTS OF THE INVENTION
[007] Some of the objects of the arrangement of the present disclosure are aimed to ameliorate one or more problems of the prior art or to at least provide a useful alternative and are listed herein below.

A principle object of the present disclosure is to provide a method for transforming wastes of textile and glass to useful construction materials provides high compression strength and there is efficient and sustainable utilization of non-biodegradable waste materials, which can replace or complement traditional building products, contributing to eco-friendly construction practices.

Another object of the present disclosure is to provide a method for transforming wastes of textile and glass to construction materials that mitigates the environmental harm caused by the disposal of textile and glass waste, including the reduction of land pollution resulting from landfilling and the decrease of air pollution resulting from incineration.

Still another object of the present disclosure is to provide a method for transforming wastes of textile and glass to construction materials that eliminates use of natural materials like soil and sand other materials like cement.

Other objects and advantages of the present disclosure will be more apparent from the following description when read in conjunction with the accompanying figures, which are not intended to limit the scope of the present disclosure.

SUMMARY OF THE INVENTION
[008] The method for transforming wastes of textile and glass to construction materials, according to one embodiment of the present disclosure, includes
• preparing a particulate-composite by mixing shredded and grinded textile waste and glass waste;
• mixing the particulate-composite with water in the ratio of 2:1 to obtain a mixture of textile wastes, glass wastes and water, wherein said particulate composite is formed by shredded and grinded textile wastes and glass wastes;
• introducing the mixture of textile wastes, glass wastes and water with a bonding material to achieve a mixture-composite;
• filling the mixture-composite in a mold;
• vibrating and compacting the mixture-composite within the mold; and
• curing and drying the mixture-composite at a temperature in the range from 25 degree Celsius to 90 degree Celsius for a time duration in the range from 72 hours to 96 hours to obtain a construction material.
In one embodiment, the step of the shredding and grinding of collected textile wastes and glass wastes is performed to achieve particle seized in the range from 1 micrometer to 5 millimeters (i.e. 1µm to 5 mm).

Typically, the step includes adding a colorant.

In one embodiment, the bonding material is sand and cement concrete mixture, fly ash, lime, gypsum, chemical hardener or combinations thereof.

Typically, the shredded and grinded textile waste is in the range from 15 to 45 %, the shredded and grinded glass waste is in the range from 10 to 45% and the bonding material includes sand and concrete mixture in the range from 05 to 75% and fly ash in the range from 5 % to 45%.

DETAILED DESCRIPTION OF THE INVENTION
[009] The present invention is a method for transforming wastes of textile and glass to construction materials like bricks and/or paver blocks. The textile wastes and the glass wastes are bonded by a bonding material to form bricks and/or paver blocks. Thus, the textile wastes and the glass wastes are utilized to form construction materials and hence save the environment from the accumulation of such wastes and reuse the wastes to form a needed product, namely, the construction material like paver blocks and/or bricks. The transforming of the textile wastes and glass wastes to constructional material like bricks or paver blocks avoids the need of raw materials like soil, cement, sand and other natural or artificial materials which are conventionally used for making constructional material and such raw materials are usable for other purposes.

[010] The construction material of the present invention is prepared by utilizing textile wastes, glass wastes and bonding material. The textile wastes and the glass wastes are collected from the factories. The textile wastes can be collected from the factories making and processing textiles. The glass wastes can be collected from the factories making and processing glasses. Though, the present disclosure is described by collecting textile wastes and glass wastes from commercial establishments like factories, however, the source of collection of the textile wastes and the glass wastes are not limited to the commercial establishments and other sources like domestic collection of wastes are within the scope of the present invention. Depending on the type (like paver block or bricks or hardness required for the construction material) of construction material to be produced, the bonding material can be selected from sand and cement concrete mixture, fly ash, lime, gypsum, chemical hardener or combinations thereof.

[011] The present invention is a method for transforming wastes of textile and glass to construction materials, in accordance with one embodiment of the present disclosure. The method includes the steps of preparing a particulate-composite by mixing shredded and grinded textile waste and glass waste, mixing a particulate-composite with water, introducing bonding material, molding, vibrating and compacting and curing and drying. The steps are described in details in the subsequent paragraphs.

[012] The step of preparing a particulate-composite by mixing shredded and grinded textile waste and glass waste. In the present step, the particulate-composite is prepared from textile wastes and glass wastes. The textile wastes and glass wastes are mixed in a known mixer (typically in mixer – Mixwell from Hardic Engineering). More specifically, the textile wastes and the glass wastes are collected and then shredded and grinded. The textile wastes can be collected from the domestic or commercial establishments. The glass wastes can be collected from the domestic or commercial establishments. The step of shredding and grinding includes shredding and grinding textile wastes and glass wastes to achieve small sized particles typically in range from 1 micrometer to 5 millimeters (i.e. 1µm to 5 mm). The shredding and grinding of textile wastes is performed individually. Alternatively, the shredding and grinding can be performed collectively. Shredding and grinding are performed on known shredding and grinding machines.

[013] In the next step there is mixing of the particulate-composite with water. The ratio of particulate-composite to water is 2:1, that is two parts of particulate-composite and one part of water which is readily available. The water is added in the same known mixer, typically Mixwell from Hardic Engineering as disclosed.

[014] The next step is introducing the mixture of textile wastes, glass wastes and water with a bonding material to achieve a mixture-composite. The bonding material is one or more of sand and cement concrete mixture, fly ash, lime, gypsum, chemical hardener or combinations thereof. In one embodiment, the shredded and grinded textile waste is in the range from 15 to 45 %, the shredded and grinded glass waste is in the range from 10 to 45% and the bonding material includes sand and concrete mixture in the range from 05 to 75% and fly ash in the range from 05 % to 45%. In one embodiment, a colorant is added to achieve colored mixture-composite. The bonding material is added in the in the same known mixer typically Mixwell from Hardic Engineering as disclosed.

[015] The next step is filling the mixture-composite in a mold of a desired shape of a brick or a paver block of predecided dimensions. The next step is vibrating and compacting the mixture-composite within the mold. In one embodiment, the vibration and compacting is performed in a known machine of make Hardic Engineering Model FAM 2520 – Heavy vibro with pressure machine (4 in 1 model using German technology). The step of vibrating is performed at a frequency of 4 cycles per minute for a duration in the range from 8 to 10 minutes/hours.

[016] The last step is of curing and drying the mixture-composite at a temperature in the range from 25 degree Celsius to 90 degree Celsius for a time duration in the range from 72 hours to 96 hours to obtain the construction material. The curing and drying is performed in the machine disclosed in the above paragraph 015.

[017] In one embodiment, the construction material can be bricks in which mixture of the textile waste is considered approximately 30%, the glass waste is considered approximately 25%, the fly ash is considered approximately 30%, the lime is considered approximately 10% and the gypsum is considered approximately 5%. In another embodiment, the construction material can be paver block in which the mixture of the textile waste is considered approximately 30%, the glass waste is considered approximately 30%, the sand cement concrete mix 35% and the color and chemical hardener like Quick cure & Razons VTNB A-1 is considered approximately 5%. In yet another embodiment, the textile wastes and glass wastes are transformed in precast wall panels, parapet beams, staircase, hollow core slab, pod elements, ceilings and other structures that can be precasted.

[018] EXAMPLE 1: Construction material as paver block

Raw materials with proportion:
Textile waste: 30%
Glass waste: 30%
Bonding material: sand cement concrete mix: 40%
Mixing Procedure:
1) forming a particulate-composite by mixing shredded and grinded textile waste and shredded and grinded glass waste in above proportions;
2) mixing the particulate-composite with water in the ratio of 2:1, namely, 2 parts of particulate-composite to 1 part of water to obtain a mixture of textile wastes, glass wastes and water;
3) Adding bonding material in above proportion to obtain mixture-composite;
4) Pressing procedure in the known machine of make Hardic Engineering Model FAM 2520 – Heavy vibro with pressure machine (4 in 1 model using German technology):
a. The obtain mixture-composite of step 3 is introduced in the known machine to fill the mold;
b. The mold filled with the mixture-composite is vibrated so as to effectively fill the mold and compacted to obtain the desired/required height of the paver block. The vibrated and compacted mixture-composite is demolded.
5) The curing and drying of the demolded vibrated and compacted mixture-composite is performed at 35 degree Celsius (at atmospheric temperature of 35 degree Celsius for air curing and drying) for a time duration of 80 hours.

EXAMPLE 2: Construction material as paver block with color and chemical hardener

Raw materials with proportion:
Textile waste: 33%
Glass waste: 33%
Bonding material: sand cement concrete mix (in which sand to cement is taken in the ratio of 3:1) and color: 33% and chemical hardener (Quick cure & Razons VTNB A-1): 1%
Mixing Procedure:
1) forming a particulate-composite by mixing shredded and grinded textile waste and shredded and grinded glass waste in above proportions;
2) mixing the particulate-composite with water in the ratio of 2:1, namely, 2 parts of particulate-composite to 1 part of water to obtain a mixture of textile wastes, glass wastes and water;
3) Adding bonding material in above proportion to obtain mixture-composite;
4) Pressing procedure in the known machine of make Hardic Engineering Model FAM 2520 – Heavy vibro with pressure machine (4 in 1 model using German technology):
a. The obtain mixture-composite of step 3 is introduced in the known machine to fill the mold;
b. The mold filled with the mixture-composite is vibrated so as to effectively fill the mold and compacted to obtain the desired/required height of the paver block. The vibrated and compacted mixture-composite is demolded.
5) The curing and drying of the demolded vibrated and compacted mixture-composite is performed at 27 degree Celsius (at atmospheric temperature of 27 degree Celsius for air curing and drying) for a time duration of 90 hours.
Testing and Results:
Test was conducted by submitting samples to Sunrise Engineering and the results obtained are as below and the Applicant attaches the present test results in the report are termed as White 01 under the head test sample ID:
Weight of paver block: 2.567 kilograms (kgs.)
Load withstanding: 1890 kilonewton (kN.)
Area of paver block: 31250.63 square millimeter (mm2)
Apparent compressive strength: 60.48 Newton per square millimeter (N/mm2)
Corrected compressive strength: 64.11 Newton per square millimeter (N/mm2)

EXAMPLE 3: Construction material as paver block which is the best method for the process of the present invention:

Raw materials with proportion:
Textile waste: 30%
Glass waste: 40%
Bonding material: sand cement concrete mix and color: 29% and chemical hardener: 1%

Mixing Procedure:
1) forming a particulate-composite by mixing shredded and grinded textile waste and shredded and grinded glass waste in above proportions;
2) mixing the particulate-composite with water in the ratio of 2:1, namely, 2 parts of particulate-composite to 1 part of water to obtain a mixture of textile wastes, glass wastes and water;
3) Adding bonding material in above proportion to obtain mixture-composite;
4) Pressing procedure in the known machine of make Hardic Engineering Model FAM 2520 – Heavy vibro with pressure machine (4 in 1 model using German technology):
a. The obtain mixture-composite of step 3 is introduced in the known machine to fill the mold;
b. The mold filled with the mixture-composite is vibrated so as to effectively fill the mold and compacted to obtain the desired/required height of the paver block. The vibrated and compacted mixture-composite is demolded.
5) The curing and drying of the demolded vibrated and compacted mixture-composite is performed at 32 degree Celsius (at atmospheric temperature of 32 degree Celsius for air curing and drying) for a time duration of 90 hours.
Testing and Results:
Test was conducted by submitting samples to Sunrise Engineering and the results obtained are as below and the Applicant attaches the present test results in the report are termed as White 02 under the head test sample ID:
Weight of paver block: 2.896 kilograms (kgs.)
Load withstanding: 1896.20 kilonewton (kN.)
Area of paver block: 31250.58 square millimeter (mm2)
Apparent compressive strength: 60.68 Newton per square millimeter (N/mm2)
Corrected compressive strength: 64.32 Newton per square millimeter (N/mm2)

EXAMPLE 4: Construction material as paver block

Raw materials with proportion:
Textile waste: 35%
Glass waste: 30%
Bonding material: sand cement concrete mix and color: 34% and chemical hardener: 1%

Mixing Procedure:
1) forming a particulate-composite by mixing shredded and grinded textile waste and shredded and grinded glass waste in above proportions;
2) mixing the particulate-composite with water in the ratio of 2:1, namely, 2 parts of particulate-composite to 1 part of water to obtain a mixture of textile wastes, glass wastes and water;
3) Adding bonding material in above proportion to obtain mixture-composite;
4) Pressing procedure in the known machine of make Hardic Engineering Model FAM 2520 – Heavy vibro with pressure machine (4 in 1 model using German technology):
a. The obtain mixture-composite of step 3 is introduced in the known machine to fill the mold;
b. The mold filled with the mixture-composite is vibrated so as to effectively fill the mold and compacted to obtain the desired/required height of the paver block. The vibrated and compacted mixture-composite is demolded.
5) The curing and drying of the demolded vibrated and compacted mixture-composite is performed at 35 degree Celsius (at atmospheric temperature of 35 degree Celsius for air curing and drying) for a time duration of 80 hours.
Testing and Results:
Test was conducted by submitting samples to Sunrise Engineering and the results obtained are as below and the Applicant attaches the present test results in the report are termed as White 03 under the head test sample ID:
Weight of paver block: 2.625 kilograms (kgs.)
Load withstanding: 1835.60 kilonewton (kN.)
Area of paver block: 31249.66 square millimeter (mm2)
Apparent compressive strength: 58.74 Newton per square millimeter (N/mm2)
Corrected compressive strength: 62.26 Newton per square millimeter (N/mm2)

EXAMPLE 5: Construction material as paver block
Raw materials with proportion:
Textile waste: 15%
Glass waste: 15%
Bonding material: sand cement concrete mix and color: 69% and chemical hardener: 1%

Mixing Procedure:
1) forming a particulate-composite by mixing shredded and grinded textile waste and shredded and grinded glass waste in above proportions;
2) mixing the particulate-composite with water in the ratio of 2:1, namely, 2 parts of particulate-composite to 1 part of water to obtain a mixture of textile wastes, glass wastes and water;
3) Adding bonding material in above proportion to obtain mixture-composite;
4) Pressing procedure in the known machine of make Hardic Engineering Model FAM 2520 – Heavy vibro with pressure machine (4 in 1 model using German technology):
a. The obtain mixture-composite of step 3 is introduced in the known machine to fill the mold;
b. The mold filled with the mixture-composite is vibrated so as to effectively fill the mold and compacted to obtain the desired/required height of the paver block. The vibrated and compacted mixture-composite is demolded.
5) The curing and drying of the demolded vibrated and compacted mixture-composite is performed at 35 degree Celsius (at atmospheric temperature of 35 degree Celsius for air curing and drying) for a time duration of 80 hours.
Testing and Results:
Test was conducted by submitting samples to Sunrise Engineering and the results obtained are as below and the Applicant attaches the present test results in the report are termed as Yellow 05 under the head test sample ID:
Weight of paver block: 4.335 kilograms (kgs.)
Load withstanding: 1736.40 kilonewton (kN.)
Area of paver block: 31256.58 square millimeter (mm2)
Apparent compressive strength: 55.55 Newton per square millimeter (N/mm2)
Corrected compressive strength: 58.89 Newton per square millimeter (N/mm2)

EXAMPLE 6: Construction material as paver block
Raw materials with proportion:
Textile waste: 20%
Glass waste: 25%
Bonding material: sand cement concrete mix and color: 54% and chemical hardener: 1%

Mixing Procedure:
1) forming a particulate-composite by mixing shredded and grinded textile waste and shredded and grinded glass waste in above proportions;
2) mixing the particulate-composite with water in the ratio of 2:1, namely, 2 parts of particulate-composite to 1 part of water to obtain a mixture of textile wastes, glass wastes and water;
3) Adding bonding material in above proportion to obtain mixture-composite;
4) Pressing procedure in the known machine of make Hardic Engineering Model FAM 2520 – Heavy vibro with pressure machine (4 in 1 model using German technology):
a. The obtain mixture-composite of step 3 is introduced in the known machine to fill the mold;
b. The mold filled with the mixture-composite is vibrated so as to effectively fill the mold and compacted to obtain the desired/required height of the paver block. The vibrated and compacted mixture-composite is demolded.
5) The curing and drying of the demolded vibrated and compacted mixture-composite is performed at 35 degree Celsius (at atmospheric temperature of 35 degree Celsius for air curing and drying) for a time duration of 80 hours.
Testing and Results:
Test was conducted by submitting samples to Sunrise Engineering and the results obtained are as below and the Applicant attaches the present test results in the report are termed as Yellow 06 under the head test sample ID:
Weight of paver block: 4.256 kilograms (kgs.)
Load withstanding: 1789.20 kilonewton (kN.)
Area of paver block: 31256.66 square millimeter (mm2)
Apparent compressive strength: 57.24 Newton per square millimeter (N/mm2)
Corrected compressive strength: 60.68 Newton per square millimeter (N/mm2)

EXAMPLE 7: Construction material as paver block
Raw materials with proportion:
Textile waste: 25%
Glass waste: 10%
Bonding material: sand cement concrete mix and color: 64% and chemical hardener: 1%

Mixing Procedure:
1) forming a particulate-composite by mixing shredded and grinded textile waste and shredded and grinded glass waste in above proportions;
2) mixing the particulate-composite with water in the ratio of 2:1, namely, 2 parts of particulate-composite to 1 part of water to obtain a mixture of textile wastes, glass wastes and water;
3) Adding bonding material in above proportion to obtain mixture-composite;
4) Pressing procedure in the known machine of make Hardic Engineering Model FAM 2520 – Heavy vibro with pressure machine (4 in 1 model using German technology):
a. The obtain mixture-composite of step 3 is introduced in the known machine to fill the mold;
b. The mold filled with the mixture-composite is vibrated so as to effectively fill the mold and compacted to obtain the desired/required height of the paver block. The vibrated and compacted mixture-composite is demolded.
5) The curing and drying of the demolded vibrated and compacted mixture-composite is performed at 35 degree Celsius (at atmospheric temperature of 35 degree Celsius for air curing and drying) for a time duration of 80 hours.
Testing and Results:
Test was conducted by submitting samples to Sunrise Engineering and the results obtained are as below and the Applicant attaches the present test results in the report are termed as Yellow 07 under the head test sample ID:
Weight of paver block: 4.056 kilograms (kgs.)
Load withstanding: 1726.20 kilonewton (kN.)
Area of paver block: 31250.14 square millimeter (mm2)
Apparent compressive strength: 55.24 Newton per square millimeter (N/mm2)
Corrected compressive strength: 58.55 Newton per square millimeter (N/mm2)

EXAMPLE 8: Construction material as brick
Raw materials with proportion:
Textile waste: 35%
Glass waste: 30%
Bonding material: fly ash: 30%
Lime: 5%
Gypsum: 5%

Mixing Procedure:
1) forming a particulate-composite by mixing shredded and grinded textile waste and shredded and grinded glass waste in above proportions;
2) mixing the particulate-composite with water in the ratio of 2:1, namely, 2 parts of particulate-composite to 1 part of water to obtain a mixture of textile wastes, glass wastes and water;
3) Adding bonding material in above proportion to obtain mixture-composite;
4) Pressing procedure in the known machine of make Hardic Engineering Model FAM 2520 – Heavy vibro with pressure machine (4 in 1 model using German technology):
a. The obtain mixture-composite of step 3 is introduced in the known machine to fill the mold;
b. The mold filled with the mixture-composite is vibrated so as to effectively fill the mold and compacted to obtain the desired/required height of the paver block. The vibrated and compacted mixture-composite is demolded.
5) The curing and drying of the demolded vibrated and compacted mixture-composite is performed at 45 degree Celsius (at atmospheric temperature of 45 degree Celsius for air curing and drying) for a time duration of 70 hours.

EXAMPLE 9: Construction material as brick
Textile waste: 30%
Glass waste: 30%
Bonding material: sand cement concrete mix: 15% and fly ash: 15%
Lime: 5%
Gypsum: 5%
Mixing Procedure:
1) forming a particulate-composite by mixing shredded and grinded textile waste and shredded and grinded glass waste in above proportions;
2) mixing the particulate-composite with water in the ratio of 2:1, namely, 2 parts of particulate-composite to 1 part of water to obtain a mixture of textile wastes, glass wastes and water;
3) Adding bonding material in above proportion to obtain mixture-composite;
4) Pressing procedure in the known machine of make Hardic Engineering Model FAM 2520 – Heavy vibro with pressure machine (4 in 1 model using German technology):
a. The obtain mixture-composite of step 3 is introduced in the known machine to fill the mold;
b. The mold filled with the mixture-composite is vibrated so as to effectively fill the mold and compacted to obtain the desired/required height of the paver block. The vibrated and compacted mixture-composite is demolded.
5) The curing and drying of the demolded vibrated and compacted mixture-composite is performed at 39 degree Celsius (at atmospheric temperature of 39 degree Celsius for air curing and drying) for a time duration of 88 hours.

EXAMPLE 10: Conventional paver block
1. Proportioning: Mix a concrete mix of 1:2:4 by volume of cement, sand, and stone chips. The standard ratio is 1:3:5, meaning 3 parts sand, 5 parts aggregate, and 1 part cement.
2. Mixing: Add water (5 liters of water for 10 kilograms of cement mix) to all the raw materials in a concrete mixer and rotate for duration in the range from 15–20 minutes.
3. Molding: Pour the mixture into the mould.
4. Vibrating: Vibrate the moulds for the time of 20 minutes.
5. Compacting: Compress the mixture for the time of 15 minutes.
6. Curing: Allow the mixture to cure and harden for 3 days.
7. Demoulding: Remove the pavers from the moulds.

Testing and Results:
Test was conducted by submitting samples to Sunrise Engineering and the results obtained are as below and the Applicant attaches the present test results in the report are termed as Red 04 under the head test sample ID:
Weight of paver block: 4.223 kilograms (kgs.)
Load withstanding: 1271.30 kilonewton (kN.)
Area of paver block: 31256.14 square millimeter (mm2)
Apparent compressive strength: 40.67 Newton per square millimeter (N/mm2)
Corrected compressive strength: 43.11 Newton per square millimeter (N/mm2)

From the above examples it can be concluded that more the percentage of the textile wastes and the glass wastes in the overall composition (as disclosed in example 2 and 3), more is compression strength.

[019] Thus, the present disclosure discloses the method for transforming wastes of textile and glass to useful construction materials like paver blocks or bricks and thus there is efficient and sustainable utilization of non-biodegradable waste materials (like textile waste and glass waste), which can replace or complement traditional building products, contributing to eco-friendly construction practices. The method for transforming wastes of textile and glass to construction materials mitigates the environmental harm caused by the disposal of textile and glass waste, including the reduction of land pollution resulting from landfilling and the decrease of air pollution resulting from incineration. The method for transforming wastes of textile and glass to construction materials eliminates use of natural materials like soil and sand other materials like cement.

[020] The foregoing description conveys the best understanding of the objectives and advantages of the present invention. Different embodiments, steps or alternatives may be made of the inventive concept of this invention. It is to be understood that all matter disclosed herein is to be interpreted merely as illustrative, and not in a limiting sense.

,CLAIMS:We Claim:
1) A method for transforming wastes of textile and glass to construction materials, characterized in that said method comprising:

• preparing a particulate-composite by mixing shredded and grinded textile waste and glass waste;
• mixing the particulate-composite with water in the ratio of 2:1 to obtain a mixture of textile wastes, glass wastes and water, wherein said particulate-composite is formed by shredded and grinded textile wastes and glass wastes;
• introducing the mixture of textile wastes, glass wastes and water with a bonding material to obtain a mixture-composite;
• filling the mixture-composite in a mold;
• vibrating and compacting the mixture-composite within the mold; and
• curing and drying the mixture-composite at a temperature in the range from 25 degree Celsius to 90 degree Celsius for a time duration in the range from 72 hours to 96 hours to obtain a construction material.
2) The method for transforming wastes of textile and glass to construction materials as claimed in claim 1, wherein the step of the shredding and grinding of collected textile wastes and glass wastes is performed to achieve particle seized in the range from 1 micrometer to 5 millimeters (i.e. 1µm to 5 mm).
3) The method for transforming wastes of textile and glass to construction materials as claimed in claim 1, includes adding a colorant.
4) The method for transforming wastes of textile and glass to construction materials as claimed in claim 1, wherein the bonding material is sand and cement concrete mixture, fly ash, lime, gypsum, or combinations thereof.
5) The method for transforming wastes of textile and glass to construction materials as claimed in claim 1, includes the step of introducing chemical hardener in the step of mixing.
6) The method for transforming wastes of textile and glass to construction materials as claimed in claim 1, wherein the shredded and grinded textile waste is in the range from 15 to 45 %, the shredded and grinded glass waste is in the range from 10 to 45% and the bonding material includes sand and concrete mixture in the range from 05 to 75% and fly ash in the range from 05 % to 45%.