PRESTRESSED CONCRETE COMPOSITION AND METHOD

Abstract

Disclosed herein is a prestressed concrete composition (100) for enhancing structural strength and sustainability in construction. The composition (100) comprises an agave fiber (102) configured to improve tensile strength and durability of the structure by enhancing the bond with concrete. The composition (100) also includes bamboo (104) integrated with the agave fiber (102), configured to provide eco-friendly reinforcement with a high strength-to-weight ratio offering cost efficiency. The composition (100) also includes cement (106) coupled to the agave fiber (102) and bamboo (104), configured to bind the components, forming a cohesive structure. The composition (100) also includes aggregates (108) mixed with cement (106) and water (110), configured to form the bulk of the concrete matrix, configured to increase structural integrity and provide bulk density. The composition (100) also includes water (110) configured to hydrate the cement (106) and achieve appropriate consistency and strength upon curing.

Specification

Description:FIELD OF DISCLOSURE
[0001] The present disclosure generally relates to a prestressed concrete composition and method, more specifically, relates to a composition and method for enhancing structural strength and sustainability in construction in construction.
BACKGROUND OF THE DISCLOSURE
[0002] Prestressed concrete has become essential in modern construction due to its ability to withstand high levels of stress and its use in large-scale structures. Unlike traditional concrete, which can crack or fail under significant loads, prestressed concrete incorporates a tensioning process to improve its load-bearing capacity and durability. This makes it a preferred choice for various structural applications, such as bridges, high-rise buildings, and industrial facilities, where both strength and longevity are critical requirements.
[0003] As construction demands evolve, there is an increasing focus on sustainable practices and the use of materials that contribute to eco-friendly building solutions. The ongoing search for innovations in prestressed concrete aims to optimize its performance, making it not only stronger but also more sustainable. This includes enhancing its resilience under stress, reducing its environmental footprint, and lowering overall costs. Advances in prestressed concrete compositions and methods are thus central to meeting the industry's dual objectives of structural excellence and environmental responsibility.
[0004] Existing prestressed concrete compositions typically rely on traditional reinforcement materials, such as steel, which have a significant environmental impact due to their high carbon footprint and energy-intensive production processes. These materials, while effective in providing structural strength, contribute to an increase in construction costs, making them less viable for projects with tight budgets or sustainability goals. Additionally, conventional methods of prestressing often involve high-energy processes that further elevate carbon emissions, challenging the construction industry's efforts to adopt greener, more sustainable practices.
[0005] Another limitation of traditional prestressed concrete is its susceptibility to cracking over time, which arises from the rigidity of standard reinforcement materials. This cracking not only compromises the long-term durability of structures but also necessitates costly and frequent maintenance to ensure safety and performance. As the demand for longer-lasting and resilient structures grows, these limitations in durability highlight the need for alternative solutions that can better withstand the stresses placed on concrete in demanding applications.
[0006] Furthermore, the reliance on conventional materials restricts the potential for innovations that could balance high structural performance with environmental responsibility. Current prestressed concrete solutions often fail to meet the dual objectives of maximizing structural integrity and minimizing ecological impact. As the industry increasingly prioritizes sustainable construction, the need for more adaptable, eco-friendly materials and methods becomes evident, presenting a challenge for traditional prestressed concrete technologies to evolve and meet these modern demands.
[0007] The present disclosure provides a more sustainable solution by integrating renewable materials into prestressed concrete compositions, addressing the environmental concerns associated with traditional reinforcement materials like steel. These renewable materials are chosen for their low environmental impact and efficient production processes, offering a pathway toward eco-friendly construction practices. By reducing reliance on high-carbon-footprint materials, this invention aligns with modern sustainability goals and contributes to the industry's broader efforts to reduce resource consumption and carbon emissions.
[0008] Unlike conventional prestressed concrete, which primarily utilizes steel as a reinforcement material, this invention adopts alternative reinforcements that offer strength and resilience on par with steel, but with a much lower ecological footprint. These natural reinforcements are not only more abundant and faster-growing, making them renewable, but they are also more adaptable to a range of construction needs. The use of such materials enables builders to maintain structural strength and stability while embracing a more sustainable, cost-effective approach. This is especially valuable in regions where access to high-quality steel is limited or expensive, enabling a shift toward more localized, resource-efficient construction methods.
[0009] The present disclosure is specifically designed to improve the durability and resilience of concrete structures by mitigating issues commonly faced with conventional prestressed concrete, such as cracking and material fatigue over time. With the unique properties of the alternative reinforcements, this composition reduces the likelihood of structural degradation, thereby extending the lifespan of buildings and infrastructure. This increase in durability translates to lower maintenance costs and fewer repairs over the lifetime of a structure, offering both economic and practical benefits.
[0010] The present disclosure solves the pressing challenge of achieving a balance between structural integrity and sustainability, a goal that has become increasingly important as the construction industry seeks greener solutions. Traditional prestressed concrete technologies have struggled to meet this dual objective due to their dependence on materials and processes that are both costly and environmentally detrimental. By introducing an innovative, sustainable reinforcement approach, this invention bridges the gap, providing a high-performance, eco-friendly alternative. It enables builders to meet the growing demand for sustainable construction materials that do not compromise on strength or reliability, aligning with the industry's shift towards more responsible and efficient building practices.
[0011] Thus, in light of the above-stated discussion, there exists a need for a prestressed concrete composition and method for enhancing structural strength and sustainability in construction.
SUMMARY OF THE DISCLOSURE
[0012] The following is a summary description of illustrative embodiments of the invention. It is provided as a preface to assist those skilled in the art to more rapidly assimilate the detailed design discussion which ensues and is not intended in any way to limit the scope of the claims which are appended hereto in order to particularly point out the invention.
[0013] According to illustrative embodiments, the present disclosure focuses on a composition and method for enhancing structural strength and sustainability in construction, which overcomes the above-mentioned disadvantages or provide the users with a useful or commercial choice.
[0014] An objective of the present disclosure is to enhance the structural strength and load-bearing capacity of concrete beams and other structural components by incorporating innovative reinforcement materials. This aims to provide a robust alternative to conventional prestressed concrete, improving the material's ability to withstand higher stress loads and ensuring the stability of the structure over time.
[0015] Another objective of the present disclosure is to create a cost-effective solution for prestressed concrete by reducing reliance on traditional, expensive reinforcement materials, such as steel. By utilizing more readily available and affordable materials, this invention seeks to make prestressed concrete accessible for a wider range of construction projects, from small-scale residential to large-scale infrastructure, while maintaining performance standards.
[0016] Another objective of the present disclosure is to promote sustainability in construction by incorporating natural and renewable resources as reinforcement materials. This approach not only reduces the environmental footprint associated with conventional building materials but also aligns with global efforts to transition to eco-friendly practices in industrial and civil engineering.
[0017] Another objective of the present disclosure is to extend the durability and service life of concrete structures by reducing issues commonly associated with traditional concrete, such as cracking and structural degradation over time. This invention aims to improve the resilience of concrete, minimizing long-term maintenance requirements and ensuring that structures remain safe and functional for extended periods.
[0018] Another objective of the present disclosure is to minimize the environmental impact of construction practices by significantly lowering carbon emissions and resource consumption compared to traditional methods. By selecting materials that have a lower carbon footprint and require less energy-intensive processing, this invention supports sustainable development goals and provides a greener alternative to standard construction materials.
[0019] Yet another objective of the present disclosure is to meet the growing demand for eco-friendly building practices by offering a prestressed concrete composition that balances high structural performance with sustainability. This objective is critical as the construction industry moves towards greener standards, enabling builders and engineers to adopt sustainable solutions without sacrificing the strength and durability required for safe construction.
[0020] In light of the above, in one aspect of the present disclosure, a prestressed concrete composition and method for enhancing structural strength and sustainability in construction is disclosed herein. The composition comprises an agave fiber configured to improve tensile strength and durability of the structure by enhancing the bond with concrete. The composition also includes bamboo integrated with the agave fiber, configured to provide eco-friendly reinforcement with a high strength-to-weight ratio offering cost efficiency. The composition also includes cement coupled to the agave fiber and bamboo, configured to bind the components, forming a cohesive structure. The composition also includes aggregates mixed with cement and water, configured to form the bulk of the concrete matrix, configured to increase structural integrity and provide bulk density. The composition also includes water configured to hydrate the cement and achieve appropriate consistency and strength upon curing.
[0021] In one embodiment, the agave fiber is structured for durability and flexibility, reducing cracking within the concrete over time.
[0022] In one embodiment, the agave fiber ropes are water-resistant after drying, enhancing compatibility with the bamboo and the surrounding concrete structure.
[0023] In one embodiment, the agave fibers are twisted into ropes and positioned within the hollow section of the bamboo reinforcement, enhancing tensile reinforcement and bond with the surrounding concrete matrix.
[0024] In one embodiment, the bamboo is dried and treated for moisture resistance, improving integration with the concrete and prolonging durability under environmental conditions.
[0025] In one embodiment, the bamboo allows rapid regeneration, providing a sustainable and cost-effective alternative to steel reinforcement.
[0026] In one embodiment, the composition further comprises a prestressing mechanism coupled to the bamboo and agave fiber, connected to apply controlled force during the curing phase to increase the structural load-bearing capacity.
[0027] In one embodiment, the cement and aggregates are mixed in specific proportions, optimizing material usage and overall structural strength.
[0028] In one embodiment, the composition further comprises a structural configuration, wherein the agave fibers are positioned along the longitudinal axis of the beam, enhancing load transfer efficiency.
[0029] In light of the above, in another aspect of the present disclosure, a method for enhancing structural strength and sustainability in construction using the prestressed concrete composition and method. The method comprises improving tensile strength and durability of the structure by enhancing the bond with concrete via an agave fiber. The method also includes providing eco-friendly reinforcement with a high strength-to-weight ratio offering cost efficiency via a bamboo. The method also includes binding the components, forming a cohesive structure via cement. The method also includes increasing structural integrity and providing bulk density via aggregates. The method also includes hydrating the cement and achieving appropriate consistency and strength upon curing via water. The method also includes shaping the mixture of cement, aggregates, water, agave fibre, and bamboo into the desired beam structure with a dimension using a mould. The method also includes measuring precise quantities of the components to maintain the specified concrete ratio and density using a weighing machine. The method also includes removing air pockets and consolidate the concrete mix for uniform strength distribution using a vibrator. The method also includes levelling and smoothing the concrete surface within the mould, ensuring consistent coverage of the reinforcement components using a trowel.
[0030] These and other advantages will be apparent from the present application of the embodiments described herein.
[0031] The preceding is a simplified summary to provide an understanding of some embodiments of the present invention. This summary is neither an extensive nor exhaustive overview of the present invention and its various embodiments.
[0032] The summary presents selected concepts of the embodiments of the present invention in a simplified form as an introduction to the more detailed description presented below. As will be appreciated, other embodiments of the present invention are possible utilizing, alone or in combination, one or more of the features set forth above or described in detail below.
[0033] These elements, together with the other aspects of the present disclosure and various features are pointed out with particularity in the claims annexed hereto and form a part of the present disclosure. For a better understanding of the present disclosure, its operating advantages, and the specified object attained by its uses, reference should be made to the accompanying drawings and descriptive matter in which there are illustrated exemplary embodiments of the present disclosure.
BRIEF DESCRIPTION OF THE DRAWINGS
[0034] To describe the technical solutions in the embodiments of the present disclosure or in the prior art more clearly, the following briefly describes the accompanying drawings required for describing the embodiments or the prior art. Apparently, the accompanying drawings in the following description merely show some embodiments of the present disclosure, and a person of ordinary skill in the art can derive other implementations from these accompanying drawings without creative efforts. All of the embodiments or the implementations shall fall within the protection scope of the present disclosure.
[0035] The advantages and features of the present disclosure will become better understood with reference to the following detailed description taken in conjunction with the accompanying drawing, in which:
[0036] FIG. 1 illustrates a block diagram of a prestressed concrete composition, in accordance with an exemplary embodiment of the present disclosure;
[0037] Fig 2.1 illustrates the longitudinal section of the present disclosure;
[0038] Fig 2.2 illustrates the cross section of the present disclosure; and
[0039] FIG. 3 illustrates a flow diagram of a method, outlining the sequential steps involved in the present disclosure for enhancing structural strength and sustainability in construction, in accordance with an exemplary embodiment of the present disclosure.
[0040] Like reference, numerals refer to like parts throughout the description of several views of the drawing.
[0041] The prestressed concrete composition and method is illustrated in the accompanying drawings, which like reference letters indicate corresponding parts in the various figures. It should be noted that the accompanying figure is intended to present illustrations of exemplary embodiments of the present disclosure. This figure is not intended to limit the scope of the present disclosure. It should also be noted that the accompanying figure is not necessarily drawn to scale.
DETAILED DESCRIPTION OF THE DISCLOSURE
[0042] The following is a detailed description of embodiments of the disclosure depicted in the accompanying drawings. The embodiments are in such detail as to communicate the disclosure. However, the amount of detail offered is not intended to limit the anticipated variations of embodiments; on the contrary, the intention is to cover all modifications, equivalents, and alternatives falling within the spirit and scope of the present disclosure.
[0043] In the following description, numerous specific details are set forth in order to provide a thorough understanding of the embodiments of the present disclosure. It may be apparent to one skilled in the art that embodiments of the present disclosure may be practiced without some of these specific details.
[0044] Various terms as used herein are shown below. To the extent a term is used, it should be given the broadest definition persons in the pertinent art have given that term as reflected in printed publications and issued patents at the time of filing.
[0045] The terms "a" and "an" herein do not denote a limitation of quantity, but rather denote the presence of at least one of the referenced items.
[0046] The terms "having", "comprising", "including", and variations thereof signify the presence of a component.
[0047] Referring now to FIG. 1 to FIG. 3 to describe various exemplary embodiments of the present disclosure. FIG. 1 illustrates a block diagram of a prestressed concrete composition, in accordance with an exemplary embodiment of the present disclosure.
[0048] The composition may include an agave fiber 102, bamboo 104, a cement 106, aggregates 108, water 110.
[0049] The agave fiber 102 is a high-strength, flexible natural fiber chosen for its durability and eco-friendly properties. It adds tensile reinforcement to the concrete, reducing cracking over time and enhancing overall longevity. In the preferred embodiment of the present invention, the agave fiber 102 is pre-treated by drying and twisting into ropes to maximize its resilience and compatibility within the concrete matrix.
[0050] In one embodiment of the present invention, the agave fiber 102 is structured for durability and flexibility, reducing cracking within the concrete over time. It further improves the load distribution throughout the concrete, minimizing localized stresses and enhancing the lifespan of the structure. The use of agave fiber 102 also mitigates potential weaknesses in the concrete, ensuring a consistent performance under varying environmental conditions. The fiber's natural resilience supports the concrete in withstanding expansion and contraction cycles without compromising structural integrity.
[0051] In one embodiment of the present invention, the agave fiber 102 ropes are water-resistant after drying, enhancing compatibility with the bamboo 104 and the surrounding concrete structure.
It provides a barrier that prevents moisture absorption, which would otherwise lead to potential degradation of the fibers and surrounding materials. This water 110 resistance ensures the agave fiber 102 remains stable within the concrete, reducing the risk of swelling or rot, which could weaken the structure. Additionally, the compatibility with bamboo 104 further strengthens the bonding within the concrete, creating a cohesive reinforcement system that optimizes both tensile and compressive strengths.
[0052] In one embodiment of the present invention, the agave fibers 102 are twisted into ropes and positioned within the hollow section of the bamboo 104 reinforcement, enhancing tensile reinforcement and bond with the surrounding concrete matrix. It allows for a seamless transfer of stress between the agave fibers 102, bamboo 104, and concrete, creating a unified structure capable of withstanding high-stress loads. This setup maximizes the tensile properties of the agave and bamboo 104, working in conjunction to provide a robust, eco-friendly reinforcement alternative. The interlocking of twisted agave fibers 102 within bamboo 104 provides stability and minimizes slippage, which improves the overall structural capacity and performance of the concrete under load.
[0053] The bamboo 104 is a rapidly renewable material with a high strength-to-weight ratio, making it an eco-friendly reinforcement option. It is particularly advantageous due to its lightweight yet robust structural properties, which support concrete in withstanding both compressive and tensile stresses. In the preferred embodiment of the present invention, the bamboo 104 is a treated reinforcement, allowing it to bond effectively with the concrete matrix while resisting moisture and environmental degradation.
[0054] In one embodiment of the present invention, the bamboo 104 is dried and treated for moisture resistance, improving integration with the concrete and prolonging durability under environmental conditions. This treatment allows the bamboo 104 to resist water 110 absorption, maintaining the structural integrity of the concrete even in humid conditions. Such treatment optimizes the bamboo's 104 bonding properties with the concrete, providing consistent strength over the structure's lifetime.
[0055] In another embodiment, the bamboo's 104 rapid regeneration and availability make it a sustainable and cost-effective alternative to steel reinforcement. By using bamboo 104, the invention supports environmental sustainability while providing a structurally sound solution. This renewable material reinforces concrete effectively, lowering costs and promoting green building practices through reduced reliance on non-renewable steel resources.
[0056] In one embodiment of the present invention, the composition further comprises a prestressing mechanism coupled to the bamboo 104 and agave fiber 102, connected to apply controlled force during the curing phase to increase the structural load-bearing capacity. This mechanism works by introducing a calculated tension into the bamboo 104 and agave fibers 102, ensuring that the concrete composition can bear increased compressive loads once cured. The applied force helps to counteract tensile stresses that would otherwise lead to cracking, effectively enhancing the lifespan and durability of the structure under various load conditions.
[0057] The cement 106 is a fundamental binding agent that solidifies and hardens when mixed with water 110, forming the primary structural matrix of the prestressed concrete composition. It is essential for adhering the aggregates 108, bamboo 104, and agave fibers 102, creating a unified structure that can withstand significant compressive forces. The cement 106 provides the necessary rigidity and stability to the composition, allowing it to support structural loads effectively. In the preferred embodiment of the present invention, the cement 106 is a high-strength, fast-setting type, selected to ensure rapid curing and optimal performance in structural applications.
[0058] The aggregates 108 are essential fillers that provide volume, stability, and additional strength to the concrete composition. They are composed of materials like gravel, crushed stone, or sand, which enhance the concrete's density and structural integrity. The aggregates 108 serve to minimize shrinkage and reduce the amount of cement 106 required, contributing to a cost-effective and sustainable solution. Additionally, they help distribute loads evenly, improving the concrete's resistance to wear and environmental factors. In the preferred embodiment of the present invention, the aggregates 108 are a mix of coarse and fine particles, chosen to optimize the concrete's load-bearing capacity and durability.
[0059] In another embodiment of the present invention, the cement 106 and aggregates 108 are mixed in specific proportions, optimizing material usage and overall structural strength. This precise mixture ensures that the concrete attains the required consistency and load-bearing properties while minimizing material waste. By adjusting the ratios, the composition achieves a balance between strength and durability, which is crucial for sustainable construction. This optimized blend also enhances the bonding of bamboo 104 and agave within the concrete matrix, contributing to a cohesive and resilient structural form that aligns with the eco-friendly goals of the invention.
[0060] In one embodiment of the present invention, the composition further comprises a structural configuration, wherein the agave fibers 102 are positioned along the longitudinal axis of the beam, enhancing load transfer efficiency. This alignment allows the agave fibers 102 to carry tensile loads effectively, working in tandem with the concrete's compressive strength. The longitudinal placement of the fibers ensures that forces are distributed evenly across the beam, reducing the likelihood of cracks and providing resilience under high-stress conditions. By reinforcing the structure in this manner, the invention achieves an efficient load-bearing design that maximizes the mechanical advantages of both the natural fibers and the cement 106 matrix, ultimately improving the overall performance and durability of the prestressed concrete composition.
[0061] The water 110 is a crucial component that initiates the hydration process in the cement 106, enabling it to bond effectively with the aggregates 108, bamboo 104, and agave fibers 102. It is responsible for activating the chemical reaction that transforms the cement 106 mixture into a solid and cohesive structure. Water 110 also plays a role in ensuring workability, allowing the mixture to be easily molded and poured into forms before it sets.
[0062] FIG. 2.1 illustrates the longitudinal section of the present disclosure, specifically showing the internal configuration of the prestressed concrete beam.
[0063] FIG. 2.1 illustrates the composition, which includes both bamboo 104 reinforcement and agave prestressed ropes arranged in a structured pattern within the concrete. The beam measures 750 mm in length and 150 mm in height, with reinforcement materials strategically placed along its length to maximize load distribution.
[0064] The bamboo 104 is positioned centrally within the beam, providing core strength and rigidity. There are four bamboo 104 reinforcements, spaced evenly to enhance the structural stability of the beam, supporting its resistance to compressive and bending forces.
[0065] The agave fiber 102 ropes are arranged parallel to the bamboo 104 reinforcements, positioned in a way that allows them to bear tensile forces effectively. There are six agave ropes, prestressed to improve their load-bearing capacity, which enhances the tensile strength of the beam and reduces the risk of cracking under stress.
[0066] FIG. 2.2 illustrates the cross section of the present disclosure, showing the arrangement of reinforcement elements within the prestressed concrete beam.
[0067] FIG. 2.2 illustrates the composition, which includes a structured layout of four bamboo 104 reinforcements. Each bamboo 104 reinforcement, marked as a black circular shape, is positioned at the corners of the cross section, creating a square configuration within the 150 mm x 150 mm beam profile. This arrangement ensures balanced load distribution across the cross section, enhancing the structural stability and resistance to bending and shear forces.
[0068] The spacing and positioning of these bamboo 104 reinforcements maximize the concrete's strength, allowing it to effectively counteract tensile forces while maintaining overall stability. This cross-sectional view highlights the efficient use of natural reinforcement materials, showcasing the eco-friendly design approach taken in this invention.
[0069] FIG. 3 illustrates a flow diagram of a method 300, outlining the sequential steps involved in the present disclosure for enhancing structural strength and sustainability in construction, in accordance with an exemplary embodiment of the present disclosure.
[0070] The method 300 may include at 302, improving tensile strength and durability of the structure by enhancing the bond with concrete via an agave fiber, at 303, providing eco-friendly reinforcement with a high strength-to-weight ratio offering cost efficiency via a bamboo, at 306, binding the components, forming a cohesive structure via cement, at 308, increasing structural integrity and providing bulk density via aggregates, at 310, hydrating the cement and achieving appropriate consistency and strength upon curing via water, at 312, shaping the mixture of cement, aggregates, water, agave fibre, and bamboo into the desired beam structure with a dimension using a mould, at 314, measuring precise quantities of the components to maintain the specified concrete ratio and density using a weighing machine, at 316, removing air pockets and consolidate the concrete mix for uniform strength distribution using a vibrator, and at 318, levelling and smoothing the concrete surface within the mould, ensuring consistent coverage of the reinforcement components using a trowel.
[0071] The method begins with integrating agave fibers into the concrete matrix, aiming to enhance tensile strength and durability. Due to the inherent tensile properties of agave, the fibers bond effectively with concrete, thus boosting the structure's resistance to tensile stresses. This integration significantly enhances the concrete's load-bearing capacity and resilience against cracking, extending structural longevity while maintaining sustainability.
[0072] The method further introduces bamboo, known for its high strength-to-weight ratio, as an eco-friendly alternative to steel reinforcement. Bamboo strengthens the structural matrix and aligns with sustainable construction practices by reducing environmental impact without compromising the structural integrity of the concrete.
[0073] Cement is then applied as the primary binding agent, ensuring a cohesive structure. When mixed with water, it undergoes hydration, creating a matrix that securely binds agave fibers, bamboo, and aggregates. This process forms a robust structure capable of withstanding significant loads, vital for the stability and durability of the final concrete product.
[0074] Aggregates, including gravel and sand, are incorporated to increase the bulk density and structural integrity. Filling the gaps within the matrix, these aggregates contribute to compressive strength and mitigate shrinkage, thereby stabilizing the concrete and enhancing its resistance to wear over time.
[0075] The controlled addition of water initiates cement hydration, which enables the concrete to cure effectively. Proper hydration is essential for achieving the required strength and consistency, ensuring the durability and environmental resistance necessary for high-performance concrete applications.
[0076] The mixture is then shaped in a mould, designed to form the specified dimensions of the beam, as per the structural and aesthetic requirements. This mould shapes the concrete, agave, bamboo, cement, and aggregates into the intended form, preparing the beam for practical application.
[0077] Using a weighing machine, the precise quantities of each material are measured, maintaining consistent concrete ratio and density. This accuracy ensures predictable strength and performance across each concrete beam produced.
[0078] To ensure uniformity, a vibrator is used to consolidate the concrete mix, removing any trapped air and achieving even distribution. This step is crucial for consistent strength throughout the beam, enhancing its load-bearing capacity and structural integrity.
[0079] In the final step, the concrete surface within the mould is leveled and smoothed with a trowel, covering and protecting the reinforcement components from environmental exposure. This finishing touch provides a professional surface, preparing the beam for its application in sustainable construction.
[0080] By combining agave fiber and bamboo with traditional concrete components, this method achieves a reinforced concrete beam that is both durable and environmentally sustainable. This innovative approach promotes sustainable construction practices and meets modern performance standards, offering a resilient and eco-friendly solution for the construction industry.
[0081] While the invention has been described in connection with what is presently considered to be the most practical and various embodiments, it will be understood that the invention is not to be limited to the disclosed embodiments, but on the contrary, is intended to cover various modifications and equivalent arrangements included within the scope of the appended claims.
[0082] A person of ordinary skill in the art may be aware that, in combination with the examples described in the embodiments disclosed in this specification, units and algorithm steps may be implemented by electronic hardware, computer software, or a combination thereof.
[0083] The foregoing descriptions of specific embodiments of the present disclosure have been presented for purposes of illustration and description. They are not intended to be exhaustive or to limit the present disclosure to the precise forms disclosed, and many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described to best explain the principles of the present disclosure and its practical application, and to thereby enable others skilled in the art to best utilize the present disclosure and various embodiments with various modifications as are suited to the particular use contemplated. It is understood that various omissions and substitutions of equivalents are contemplated as circumstances may suggest or render expedient, but such omissions and substitutions are intended to cover the application or implementation without departing from the scope of the present disclosure.
[0084] Disjunctive language such as the phrase "at least one of X, Y, Z," unless specifically stated otherwise, is otherwise understood with the context as used in general to present that an item, term, etc., may be either X, Y, or Z, or any combination thereof (e.g., X, Y, and/or Z). Thus, such disjunctive language is not generally intended to, and should not, imply that certain embodiments require at least one of X, at least one of Y, or at least one of Z to each be present.
[0085] In a case that no conflict occurs, the embodiments in the present disclosure and the features in the embodiments may be mutually combined. The foregoing descriptions are merely specific implementations of the present disclosure, but are not intended to limit the protection scope of the present disclosure. Any variation or replacement readily figured out by a person skilled in the art within the technical scope disclosed in the present disclosure shall fall within the protection scope of the present disclosure. Therefore, the protection scope of the present disclosure shall be subject to the protection scope of the claims.
, Claims:I/We Claim:
1. A composition (100) for enhancing structural strength and sustainability in construction, the composition (100) comprising :
an agave fiber (102) configured to improve tensile strength and durability of the structure by enhancing the bond with concrete;
bamboo (104) integrated with the agave fiber (102), configured to provide eco-friendly reinforcement with a high strength-to-weight ratio offering cost efficiency;
cement (106) coupled to the agave fiber (102) and bamboo (104), configured to bind the components, forming a cohesive structure;
aggregates (108) mixed with cement (106) and water (110), configured to form the bulk of the concrete matrix, configured to increase structural integrity and provide bulk density; and
water (110) configured to hydrate the cement (106) and achieve appropriate consistency and strength upon curing;
2. The composition (100) as claimed in claim 1, wherein the agave fiber (102) is structured for durability and flexibility, reducing cracking within the concrete over time.
3. The composition (100) as claimed in claim 1, wherein the agave fiber (102) ropes are water-resistant after drying, enhancing compatibility with the bamboo (104) and the surrounding concrete structure.
4. The composition (100) as claimed in claim 1, wherein the agave fibers (102) are twisted into ropes and positioned within the hollow section of the bamboo (104) reinforcement, enhancing tensile reinforcement and bond with the surrounding concrete matrix.
5. The composition (100) as claimed in claim 1, wherein the bamboo (104) is dried and treated for moisture resistance, improving integration with the concrete and prolonging durability under environmental conditions.
6. The composition (100) as claimed in claim 1, wherein the bamboo (104) allows rapid regeneration, providing a sustainable and cost-effective alternative to steel reinforcement.
7. The composition (100) as claimed in claim 1, wherein the composition (100) further comprises a prestressing mechanism coupled to the bamboo (104) and agave fiber (102), connected to apply controlled force during the curing phase to increase the structural load-bearing capacity.
8. The composition (100) as claimed in claim 1, wherein the cement (106) and aggregates (108) are mixed in specific proportions, optimizing material usage and overall structural strength.
9. The composition (100) as claimed in claim 1, wherein the composition (100) further comprises a structural configuration, wherein the agave fibers (102) are positioned along the longitudinal axis of the beam, enhancing load transfer efficiency.
10. The method (200) for enhancing structural strength and sustainability in construction, the method (200) comprising:
improving tensile strength and durability of the structure by enhancing the bond with concrete via an agave fiber (102);
providing eco-friendly reinforcement with a high strength-to-weight ratio offering cost efficiency via a bamboo (104);
binding the components, forming a cohesive structure via cement (106);
increasing structural integrity and providing bulk density via aggregates (108);
hydrating the cement (106) and achieving appropriate consistency and strength upon curing via water (110);
shaping the mixture of cement (106), aggregates (108), water (110), agave fibre (102), and bamboo (104) into the desired beam structure with a dimension using a mould;
measuring precise quantities of the components to maintain the specified concrete ratio and density using a weighing machine;
removing air pockets and consolidate the concrete mix for uniform strength distribution using a vibrator; and
levelling and smoothing the concrete surface within the mould, ensuring consistent coverage of the reinforcement components using a trowel.

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