Internal Curing of Pervious Concrete using Lightweight AggregateDale Fisher
The document discusses using prewetted lightweight aggregates for internal curing of pervious concrete. It finds that mixtures containing fine lightweight aggregate had better workability, similar moisture loss, higher strength, improved freeze-thaw durability, and less shrinkage compared to a control mixture without lightweight aggregate. The degree of hydration was also significantly increased, demonstrating that lightweight aggregates can effectively provide internal curing to pervious concrete.
This document discusses sulfur infiltrated concrete (SIC), which is produced by immersing cured concrete specimens in molten sulfur to infiltrate the pores. SIC has significantly higher strength and durability compared to normal concrete. It can be used for precast elements like roofing, fences, pipes, and railway sleepers where fast curing or acid resistance is needed. The production process is simple and inexpensive, involving drying the concrete then submerging it in molten sulfur with or without vacuum. SIC shows large increases in compression and tensile strength, as well as improved elastic properties, freeze-thaw resistance, and acid resistance compared to normal concrete.
Rheology of Fresh Self Compacted Concrete - Concrete Shear Box_ Ajay and Dr.G...ajay nagaraj
Flow characterization and controlling fresh property of SCC is most critical. Even slight variations in ingredients can have adverse effect on fresh properties; strength and durability of hardened concrete. The material science approach to study rheological properties is essential in order to overcome the paucity posed while characterizing mixes by empirical methods such as the slump flow test.
In the present work, the Bingham parameters of SCC were assessed by using the new concrete shear box. The mixes were designed considering volume of paste based on absolute volume concept. Three different volumes of pastes (0.38, 0.40 and 0.42) with water contents of 170 and 190 lt/m3 and cement contents of 300 and 450 kg/m3 along with slag as filler was used. A unique test procedure was followed, by applying low normal stresses of 0.10, 0.20 and 0.30 MPa with three different displacement rates of 1, 5 and 15mm/min under static condition. The results indicate that the new concrete shear box shall effectively put to use, as an additional tool for evaluating the rheological properties of SCC viz., yield stress and plastic viscosity
Effect of Waste Coarse Rubber to Self-Compacting ConcreteÖmer Acar
This document summarizes a graduation project investigating the use of waste coarse rubber in self-compacting concrete. The project tests how waste materials can be used as aggregates and finds that results are satisfactory. Self-compacting concrete provides benefits to the construction industry by not requiring vibration for compaction. The document discusses the development of self-compacting concrete in Japan in the 1980s and outlines common tests to measure properties of self-compacting concrete, such as slump flow, L-box, and V-funnel tests. The project concludes that waste coarse rubber can perform similar to normal aggregates and that further research on using recycled materials in self-compacting concrete would be beneficial for both the environment and construction industry.
The document discusses theoretical verification of reinforced glass beams through several journal articles. It summarizes the key findings of each article, which studied factors like the effects of glass type, reinforcement percentage, beam size, temperature, and modeling techniques. The articles found that reinforcing glass beams increases their load capacity and provides residual strength after cracking. However, factors like temperature, thermal cycling, and creep in interlayers can negatively influence beam performance over time.
Self-compacting concrete was developed in Japan in the 1980s to solve problems with inadequate compaction of traditional concrete. It uses a high paste content and superplasticizers to create a concrete that can flow and consolidate under its own weight without vibration. Tests were developed to evaluate properties like filling ability, passing ability, and segregation resistance. Self-compacting concrete provides benefits like easier placement, faster construction, better surface finish, and improved durability. However, it also has higher costs associated with materials and mix design development.
This document discusses different types of special concretes, including fibre reinforced concrete, self-compacting concrete, polymer concrete, high performance concrete, and sulphur concrete. It focuses on fibre reinforced concrete and self-compacting concrete, providing details on their composition, production, properties, and applications. Fibre reinforced concrete is made stronger and tougher through the addition of fibres like steel, glass, and carbon. Self-compacting concrete is able to flow and consolidate under its own weight without vibration, bringing construction benefits like faster placement and improved surface finish.
Internal Curing of Pervious Concrete using Lightweight AggregateDale Fisher
The document discusses using prewetted lightweight aggregates for internal curing of pervious concrete. It finds that mixtures containing fine lightweight aggregate had better workability, similar moisture loss, higher strength, improved freeze-thaw durability, and less shrinkage compared to a control mixture without lightweight aggregate. The degree of hydration was also significantly increased, demonstrating that lightweight aggregates can effectively provide internal curing to pervious concrete.
This document discusses sulfur infiltrated concrete (SIC), which is produced by immersing cured concrete specimens in molten sulfur to infiltrate the pores. SIC has significantly higher strength and durability compared to normal concrete. It can be used for precast elements like roofing, fences, pipes, and railway sleepers where fast curing or acid resistance is needed. The production process is simple and inexpensive, involving drying the concrete then submerging it in molten sulfur with or without vacuum. SIC shows large increases in compression and tensile strength, as well as improved elastic properties, freeze-thaw resistance, and acid resistance compared to normal concrete.
Rheology of Fresh Self Compacted Concrete - Concrete Shear Box_ Ajay and Dr.G...ajay nagaraj
Flow characterization and controlling fresh property of SCC is most critical. Even slight variations in ingredients can have adverse effect on fresh properties; strength and durability of hardened concrete. The material science approach to study rheological properties is essential in order to overcome the paucity posed while characterizing mixes by empirical methods such as the slump flow test.
In the present work, the Bingham parameters of SCC were assessed by using the new concrete shear box. The mixes were designed considering volume of paste based on absolute volume concept. Three different volumes of pastes (0.38, 0.40 and 0.42) with water contents of 170 and 190 lt/m3 and cement contents of 300 and 450 kg/m3 along with slag as filler was used. A unique test procedure was followed, by applying low normal stresses of 0.10, 0.20 and 0.30 MPa with three different displacement rates of 1, 5 and 15mm/min under static condition. The results indicate that the new concrete shear box shall effectively put to use, as an additional tool for evaluating the rheological properties of SCC viz., yield stress and plastic viscosity
Effect of Waste Coarse Rubber to Self-Compacting ConcreteÖmer Acar
This document summarizes a graduation project investigating the use of waste coarse rubber in self-compacting concrete. The project tests how waste materials can be used as aggregates and finds that results are satisfactory. Self-compacting concrete provides benefits to the construction industry by not requiring vibration for compaction. The document discusses the development of self-compacting concrete in Japan in the 1980s and outlines common tests to measure properties of self-compacting concrete, such as slump flow, L-box, and V-funnel tests. The project concludes that waste coarse rubber can perform similar to normal aggregates and that further research on using recycled materials in self-compacting concrete would be beneficial for both the environment and construction industry.
The document discusses theoretical verification of reinforced glass beams through several journal articles. It summarizes the key findings of each article, which studied factors like the effects of glass type, reinforcement percentage, beam size, temperature, and modeling techniques. The articles found that reinforcing glass beams increases their load capacity and provides residual strength after cracking. However, factors like temperature, thermal cycling, and creep in interlayers can negatively influence beam performance over time.
Self-compacting concrete was developed in Japan in the 1980s to solve problems with inadequate compaction of traditional concrete. It uses a high paste content and superplasticizers to create a concrete that can flow and consolidate under its own weight without vibration. Tests were developed to evaluate properties like filling ability, passing ability, and segregation resistance. Self-compacting concrete provides benefits like easier placement, faster construction, better surface finish, and improved durability. However, it also has higher costs associated with materials and mix design development.
This document discusses different types of special concretes, including fibre reinforced concrete, self-compacting concrete, polymer concrete, high performance concrete, and sulphur concrete. It focuses on fibre reinforced concrete and self-compacting concrete, providing details on their composition, production, properties, and applications. Fibre reinforced concrete is made stronger and tougher through the addition of fibres like steel, glass, and carbon. Self-compacting concrete is able to flow and consolidate under its own weight without vibration, bringing construction benefits like faster placement and improved surface finish.
This document presents the results of an experimental investigation on the strength of internally cured concrete using super absorbent polymers (SAP). Concrete mixtures were designed with different percentages of SAP as an internal curing agent to replace external curing. Specimens were tested to determine compressive, split tensile, and flexural strengths at various curing periods. The results showed that concrete with 0.35% SAP provided better workability and 2% higher strength than conventionally externally cured concrete, indicating that internal curing using SAP can improve concrete properties without external curing.
Self-Compacting Concrete Mix Design for M-30IRJET Journal
This document presents a mix design for self-compacting concrete with a target compressive strength of 30MPa. It describes testing materials including cement, aggregates, and admixtures to determine their properties. Three trial mixes are developed with different proportions to achieve flowability, passing ability, and segregation resistance. The final mix is determined to meet strength requirements, gaining 17MPa after 1 day, 20MPa after 3 days, 26.5MPa after 7 days, and 40MPa after 28 days. Self-compacting concrete allows filling of forms without vibration, improving construction efficiency.
This document discusses light weight self compacting concrete that incorporates polystyrene, perlite, and scoria aggregates. It first introduces self compacting concrete and its advantages of being highly fluid and able to consolidate under its own weight. Light weight self compacting concrete combines these benefits with using lightweight aggregates. The document then describes each material used - polystyrene from electronic waste, expanded perlite for its insulating properties, and scoria which is strong and provides insulation. Replacing sand or coarse aggregates with these materials reduces the concrete's weight while maintaining strength.
A strength study on glass fiber incorporated self compacting concreteAldrin Thambi R
It is going to study the strength behavior of SCC with glass fibers.Where In the first phase, SCC mix of M30 grade was developed without glass fibers and In second phase, SCC mix of M30 grade was developed with different proportions of glass fibers. The different strength properties like Compressive strength, Flexural strength, Tensile strength were studied for the samples of 7 days and 28 days curing.
Self-compacting concrete (SCC) was developed in Japan in the 1980s to achieve complete compaction without vibration. SCC flows under its own weight, fills formwork and passes through reinforced areas without segregation of ingredients. It consists of cement, fine and coarse aggregates, chemical and mineral admixtures. Superplasticizers and viscosity modifying agents provide workability and stability. Tests like slump flow, V-funnel, and J-ring evaluate filling ability, passing ability and resistance to segregation. SCC offers benefits of reduced labor, better compaction and surface finish compared to conventional concrete but requires more precise material proportions and quality control.
This document presents information about vacuum concrete from a seminar. It introduces vacuum concrete as a technique to remove excess water from concrete to improve strength. It discusses the need for vacuum concrete to balance the contradictory requirements of workability and high strength. The key equipment used includes a vacuum pump, water separator, and filtering pads. Vacuum concrete can increase strength by 25% and is used in industrial floors, bridges, and other infrastructure. While it increases strength and durability, vacuum concrete has higher initial costs and requires specialized equipment and trained labor.
Assessment Of Quality Of Tiles Works & Washed Stone Grit Plaster Works Arvind Vishwakarma
The document discusses the assessment of quality of tiles, washed stone grit plaster, and tests conducted on these materials. It provides definitions of tile work and different types of stones used in construction. It then outlines various tests done on tiles to assess quality, including moisture expansion, water absorption, crazing resistance, bond strength, thermal shock resistance, breaking strength, modulus of rupture, chemical resistance, freeze-thaw resistance, surface abrasion, and static coefficient of friction. Similar tests are described for washed stone grit plaster, along with specifications used in a case study structural lab wall. Characteristics of washed stone grit plaster are also summarized.
The document presents a study on the design of M30 grade self-compacting concrete (SCC) mixes using different sizes of coarse aggregate. Tests were conducted on fresh and hardened SCC to evaluate flowability, passing ability, segregation resistance, compressive strength, flexural strength, and split tensile strength. The results showed that SCC mixes with 10mm, 12.5mm, 16mm, and 20mm coarse aggregates met acceptance criteria for workability and strength. The study achieved M30 grade SCC mixes suitable for use with different coarse aggregate sizes.
Study of Tensile Strength of Marble Stone Disc by Ring TestIRJET Journal
1) The study examines the tensile strength of marble stone discs using the ring test method, where samples of varying inner diameters are compressed.
2) Results show that as the inner diameter of the sample increases, and the ratio of inner to outer diameter increases, the tensile strength of the sample decreases.
3) The ring test is an indirect method to determine tensile strength, which is otherwise difficult to measure directly for rock materials. The study aims to better understand tensile properties for engineering applications involving rock.
STUDY AND PERFORMANCE OF HIGH STRENGTH CONCRETE USING WITH NANO SILICA AND SI...IAEME Publication
The document discusses the use of nano silica and silica fume to produce high strength concrete. It provides background on concrete and why silica fume is used to improve properties. The objectives are to study the effects of different dosages of silica fume and nano silica individually and combined on the compressive, tensile, and flexural strengths of M40 and M50 concrete grades. Experimental details are provided on the materials used, mixing, curing, and testing conducted. The results showed that compressive strength increased with the addition of silica fume and further increased with the combined addition of nano silica and silica fume compared to conventional concrete.
This document discusses a study on the effect of glass powder on the strength of concrete subjected to sulphate attack. Various percentages of cement were replaced with glass powder from 5% to 40% in increments of 5%. Specimens were tested for compressive strength after 7, 28, and 90 days of immersion in a 5% magnesium sulphate solution. The results showed that replacing 20% of cement with glass powder achieved higher strength in concrete subjected to sulphate attack compared to the other replacement percentages tested.
This presentation discusses temperature control in mass concrete structures. It defines mass concrete as any concrete with dimensions too large to prevent cracking from the heat generated during curing. Temperature control is necessary to limit cracking from uneven thermal expansion. Methods of temperature control include using low heat materials, pre-cooling the concrete, post-cooling with pipes, and insulating surfaces to reduce temperature differentials. The presentation covers the specific techniques involved in each method to effectively control temperatures in mass concrete projects.
J Press Stainless Steel Plumbing Pipes & Fittings with Press Fit TechnologyRitesh Aggarwal
The document discusses the advantages of stainless steel for water applications, noting its high strength, corrosion resistance, hygienic properties, and ability to withstand high temperatures and fire. It provides details on stainless steel's long lifespan in plumbing systems, environmental friendliness, and approvals for use in drinking water distribution. Examples are given of stainless steel uses in buildings and infrastructure for water transport.
Stainless steel is an alloy of iron with at least 10.5% chromium that forms a passive oxide layer protecting the material from corrosion. This thin, self-healing layer makes stainless steel highly corrosion resistant and suitable for plumbing applications even in coastal areas. Stainless steel piping systems have a long maintenance-free life of over 50 years with no need for replacement, resulting in significantly lower total lifecycle costs compared to other materials such as galvanized iron that typically require replacement every 10 years. Stainless steel piping is lightweight, easy to install, earthquake resistant, and provides hygienic water distribution with no deposit buildup inside pipes.
Platinox Stainless Steel Plumbing Pipes & Fittings with Press Fit TechnologyRitesh Aggarwal
Stainless steel pipes and fittings have several advantages over other materials for water applications:
- They have high strength and durability even at high temperatures or in corrosive environments. Stainless steel maintains half its strength at 500°C and has very low corrosion rates.
- Their expected lifespan of 50-100 years matches the lifespan of buildings. This is significantly longer than other materials like copper, fiberglass, or galvanized steel.
- Stainless steel has minimal impact on water quality and does not leach metals into drinking water. Its smooth surface also makes it easy to clean and hygienic.
This document provides an overview of self-compacting concrete (SCC), including its materials, properties, tests, mix design, applications, and conclusions. SCC is defined as concrete that can flow and fill formwork without vibration due to its high deformability and passing ability. Key points include that SCC uses superplasticizers and viscosity modifying agents, has good filling and passing abilities, and sees applications in reinforced structures like bridges and tall buildings where concrete placement is difficult. The document concludes that SCC can save time and costs while enhancing quality and durability for construction.
Self-compacting concrete (SCC) is considered as a concrete which can be placed and compacted under its own weight with no vibration.
It is not affected by the skills of workers, the shape and amount of reinforcing bars or the arrangement of a structure.
Due to its high-fluidity and resistance to segregation, it can be pumped longer distances.
It consists of the same components as conventionally vibrated concrete, which is cement, aggregates, and water, with the addition of chemical and mineral admixtures in different proportions.
Usually, the chemical admixtures used are superplasticizers and viscosity-modifying agents.
SCC is especially useful in confined zones where vibrating compaction is difficult.
Self-compacting concrete (SCC) is a highly fluid concrete that can flow and consolidate under its own weight without vibration. It was developed in Japan in the 1980s in response to a shortage of skilled labor. SCC mixtures have more powder and less coarse aggregate than conventional concrete, and include high-range water reducers and viscosity modifying agents. SCC allows for easier placement, improved surface finish, and greater design freedom.
This document summarizes a study on the strength and shrinkage properties of alkali-activated slag concrete (AASC) placed in a large concrete column. Key findings include:
1) The AASC had improved workability over time compared to ordinary portland cement concrete, with minimal slump loss over 2 hours.
2) The temperature development in the AASC column was similar to a blended cement column and slower than an ordinary portland cement column, with a smaller temperature difference between the interior and exterior.
3) The compressive strength of the AASC column was identical to ordinary portland cement concrete and stronger than blended cement concrete at 28 and 91 days.
4) Embedded strain gauges
The document provides an overview of testing conducted at the NTPC Gadarwada power plant project site. It summarizes various material testing methods used, including testing of concrete (compressive strength, slump, and core cutter tests), cement (Vicat test), soil (liquid limit, proctor, and core cutter tests), steel (bend-rebend test), bricks (water absorption, compression, warpage, and efflorescence tests), and reinforcement. It also summarizes quality control methods used in various construction activities like fabrication, erection, site leveling, roads, foundations, and pre-engineered structures.
BEHAVIOUR OF REINFORCED CONCRETE BEAMS WITH COCONUT SHELL AS COARSE AGGREGATES Eswari Kasil
The document summarizes research on using coconut shells as a substitute for conventional coarse aggregates in reinforced concrete beams. Experiments were conducted by replacing gravel with 25%, 50%, and 75% coconut shells. Beams were tested for flexural strength, compressive strength, split tensile strength, and deflection. Results showed coconut shell concrete beams had similar or higher strengths than control beams without shells. For example, a 75% shell replacement beam failed at 70 kN versus 90 kN for the control. Overall, the study concluded coconut shells can be effectively used as a lightweight aggregate for small house construction.
This document presents the results of an experimental investigation on the strength of internally cured concrete using super absorbent polymers (SAP). Concrete mixtures were designed with different percentages of SAP as an internal curing agent to replace external curing. Specimens were tested to determine compressive, split tensile, and flexural strengths at various curing periods. The results showed that concrete with 0.35% SAP provided better workability and 2% higher strength than conventionally externally cured concrete, indicating that internal curing using SAP can improve concrete properties without external curing.
Self-Compacting Concrete Mix Design for M-30IRJET Journal
This document presents a mix design for self-compacting concrete with a target compressive strength of 30MPa. It describes testing materials including cement, aggregates, and admixtures to determine their properties. Three trial mixes are developed with different proportions to achieve flowability, passing ability, and segregation resistance. The final mix is determined to meet strength requirements, gaining 17MPa after 1 day, 20MPa after 3 days, 26.5MPa after 7 days, and 40MPa after 28 days. Self-compacting concrete allows filling of forms without vibration, improving construction efficiency.
This document discusses light weight self compacting concrete that incorporates polystyrene, perlite, and scoria aggregates. It first introduces self compacting concrete and its advantages of being highly fluid and able to consolidate under its own weight. Light weight self compacting concrete combines these benefits with using lightweight aggregates. The document then describes each material used - polystyrene from electronic waste, expanded perlite for its insulating properties, and scoria which is strong and provides insulation. Replacing sand or coarse aggregates with these materials reduces the concrete's weight while maintaining strength.
A strength study on glass fiber incorporated self compacting concreteAldrin Thambi R
It is going to study the strength behavior of SCC with glass fibers.Where In the first phase, SCC mix of M30 grade was developed without glass fibers and In second phase, SCC mix of M30 grade was developed with different proportions of glass fibers. The different strength properties like Compressive strength, Flexural strength, Tensile strength were studied for the samples of 7 days and 28 days curing.
Self-compacting concrete (SCC) was developed in Japan in the 1980s to achieve complete compaction without vibration. SCC flows under its own weight, fills formwork and passes through reinforced areas without segregation of ingredients. It consists of cement, fine and coarse aggregates, chemical and mineral admixtures. Superplasticizers and viscosity modifying agents provide workability and stability. Tests like slump flow, V-funnel, and J-ring evaluate filling ability, passing ability and resistance to segregation. SCC offers benefits of reduced labor, better compaction and surface finish compared to conventional concrete but requires more precise material proportions and quality control.
This document presents information about vacuum concrete from a seminar. It introduces vacuum concrete as a technique to remove excess water from concrete to improve strength. It discusses the need for vacuum concrete to balance the contradictory requirements of workability and high strength. The key equipment used includes a vacuum pump, water separator, and filtering pads. Vacuum concrete can increase strength by 25% and is used in industrial floors, bridges, and other infrastructure. While it increases strength and durability, vacuum concrete has higher initial costs and requires specialized equipment and trained labor.
Assessment Of Quality Of Tiles Works & Washed Stone Grit Plaster Works Arvind Vishwakarma
The document discusses the assessment of quality of tiles, washed stone grit plaster, and tests conducted on these materials. It provides definitions of tile work and different types of stones used in construction. It then outlines various tests done on tiles to assess quality, including moisture expansion, water absorption, crazing resistance, bond strength, thermal shock resistance, breaking strength, modulus of rupture, chemical resistance, freeze-thaw resistance, surface abrasion, and static coefficient of friction. Similar tests are described for washed stone grit plaster, along with specifications used in a case study structural lab wall. Characteristics of washed stone grit plaster are also summarized.
The document presents a study on the design of M30 grade self-compacting concrete (SCC) mixes using different sizes of coarse aggregate. Tests were conducted on fresh and hardened SCC to evaluate flowability, passing ability, segregation resistance, compressive strength, flexural strength, and split tensile strength. The results showed that SCC mixes with 10mm, 12.5mm, 16mm, and 20mm coarse aggregates met acceptance criteria for workability and strength. The study achieved M30 grade SCC mixes suitable for use with different coarse aggregate sizes.
Study of Tensile Strength of Marble Stone Disc by Ring TestIRJET Journal
1) The study examines the tensile strength of marble stone discs using the ring test method, where samples of varying inner diameters are compressed.
2) Results show that as the inner diameter of the sample increases, and the ratio of inner to outer diameter increases, the tensile strength of the sample decreases.
3) The ring test is an indirect method to determine tensile strength, which is otherwise difficult to measure directly for rock materials. The study aims to better understand tensile properties for engineering applications involving rock.
STUDY AND PERFORMANCE OF HIGH STRENGTH CONCRETE USING WITH NANO SILICA AND SI...IAEME Publication
The document discusses the use of nano silica and silica fume to produce high strength concrete. It provides background on concrete and why silica fume is used to improve properties. The objectives are to study the effects of different dosages of silica fume and nano silica individually and combined on the compressive, tensile, and flexural strengths of M40 and M50 concrete grades. Experimental details are provided on the materials used, mixing, curing, and testing conducted. The results showed that compressive strength increased with the addition of silica fume and further increased with the combined addition of nano silica and silica fume compared to conventional concrete.
This document discusses a study on the effect of glass powder on the strength of concrete subjected to sulphate attack. Various percentages of cement were replaced with glass powder from 5% to 40% in increments of 5%. Specimens were tested for compressive strength after 7, 28, and 90 days of immersion in a 5% magnesium sulphate solution. The results showed that replacing 20% of cement with glass powder achieved higher strength in concrete subjected to sulphate attack compared to the other replacement percentages tested.
This presentation discusses temperature control in mass concrete structures. It defines mass concrete as any concrete with dimensions too large to prevent cracking from the heat generated during curing. Temperature control is necessary to limit cracking from uneven thermal expansion. Methods of temperature control include using low heat materials, pre-cooling the concrete, post-cooling with pipes, and insulating surfaces to reduce temperature differentials. The presentation covers the specific techniques involved in each method to effectively control temperatures in mass concrete projects.
J Press Stainless Steel Plumbing Pipes & Fittings with Press Fit TechnologyRitesh Aggarwal
The document discusses the advantages of stainless steel for water applications, noting its high strength, corrosion resistance, hygienic properties, and ability to withstand high temperatures and fire. It provides details on stainless steel's long lifespan in plumbing systems, environmental friendliness, and approvals for use in drinking water distribution. Examples are given of stainless steel uses in buildings and infrastructure for water transport.
Stainless steel is an alloy of iron with at least 10.5% chromium that forms a passive oxide layer protecting the material from corrosion. This thin, self-healing layer makes stainless steel highly corrosion resistant and suitable for plumbing applications even in coastal areas. Stainless steel piping systems have a long maintenance-free life of over 50 years with no need for replacement, resulting in significantly lower total lifecycle costs compared to other materials such as galvanized iron that typically require replacement every 10 years. Stainless steel piping is lightweight, easy to install, earthquake resistant, and provides hygienic water distribution with no deposit buildup inside pipes.
Platinox Stainless Steel Plumbing Pipes & Fittings with Press Fit TechnologyRitesh Aggarwal
Stainless steel pipes and fittings have several advantages over other materials for water applications:
- They have high strength and durability even at high temperatures or in corrosive environments. Stainless steel maintains half its strength at 500°C and has very low corrosion rates.
- Their expected lifespan of 50-100 years matches the lifespan of buildings. This is significantly longer than other materials like copper, fiberglass, or galvanized steel.
- Stainless steel has minimal impact on water quality and does not leach metals into drinking water. Its smooth surface also makes it easy to clean and hygienic.
This document provides an overview of self-compacting concrete (SCC), including its materials, properties, tests, mix design, applications, and conclusions. SCC is defined as concrete that can flow and fill formwork without vibration due to its high deformability and passing ability. Key points include that SCC uses superplasticizers and viscosity modifying agents, has good filling and passing abilities, and sees applications in reinforced structures like bridges and tall buildings where concrete placement is difficult. The document concludes that SCC can save time and costs while enhancing quality and durability for construction.
Self-compacting concrete (SCC) is considered as a concrete which can be placed and compacted under its own weight with no vibration.
It is not affected by the skills of workers, the shape and amount of reinforcing bars or the arrangement of a structure.
Due to its high-fluidity and resistance to segregation, it can be pumped longer distances.
It consists of the same components as conventionally vibrated concrete, which is cement, aggregates, and water, with the addition of chemical and mineral admixtures in different proportions.
Usually, the chemical admixtures used are superplasticizers and viscosity-modifying agents.
SCC is especially useful in confined zones where vibrating compaction is difficult.
Self-compacting concrete (SCC) is a highly fluid concrete that can flow and consolidate under its own weight without vibration. It was developed in Japan in the 1980s in response to a shortage of skilled labor. SCC mixtures have more powder and less coarse aggregate than conventional concrete, and include high-range water reducers and viscosity modifying agents. SCC allows for easier placement, improved surface finish, and greater design freedom.
This document summarizes a study on the strength and shrinkage properties of alkali-activated slag concrete (AASC) placed in a large concrete column. Key findings include:
1) The AASC had improved workability over time compared to ordinary portland cement concrete, with minimal slump loss over 2 hours.
2) The temperature development in the AASC column was similar to a blended cement column and slower than an ordinary portland cement column, with a smaller temperature difference between the interior and exterior.
3) The compressive strength of the AASC column was identical to ordinary portland cement concrete and stronger than blended cement concrete at 28 and 91 days.
4) Embedded strain gauges
The document provides an overview of testing conducted at the NTPC Gadarwada power plant project site. It summarizes various material testing methods used, including testing of concrete (compressive strength, slump, and core cutter tests), cement (Vicat test), soil (liquid limit, proctor, and core cutter tests), steel (bend-rebend test), bricks (water absorption, compression, warpage, and efflorescence tests), and reinforcement. It also summarizes quality control methods used in various construction activities like fabrication, erection, site leveling, roads, foundations, and pre-engineered structures.
BEHAVIOUR OF REINFORCED CONCRETE BEAMS WITH COCONUT SHELL AS COARSE AGGREGATES Eswari Kasil
The document summarizes research on using coconut shells as a substitute for conventional coarse aggregates in reinforced concrete beams. Experiments were conducted by replacing gravel with 25%, 50%, and 75% coconut shells. Beams were tested for flexural strength, compressive strength, split tensile strength, and deflection. Results showed coconut shell concrete beams had similar or higher strengths than control beams without shells. For example, a 75% shell replacement beam failed at 70 kN versus 90 kN for the control. Overall, the study concluded coconut shells can be effectively used as a lightweight aggregate for small house construction.
Durability for Carbon Fiber Reinforced Polymers on Timber StructuresJBercot
A thesis presentation submitted in partial fulfilment of the requirements of the subject BEB801 – Project 1 in the Bachelor of Engineering Degree.
School of Civil Engineering & Built Environment,
Queensland University of Technology, June 2016
The document discusses various topics related to concrete structures including:
- Concrete is the second most used construction material after water due to its durability and ability to be molded into different shapes. Reinforcement is added to concrete to improve tensile strength.
- Types of cement used in concrete structures including Type K and Type M cement.
- Reinforced concrete uses steel reinforcement bars to improve tensile strength. Prestressed concrete applies stress before external loads to increase load capacity.
- Advantages of concrete structures include availability/cost of materials and ability to take compressive/bending forces. Disadvantages include cracking from shrinkage and weakness in tension.
- Concrete creep is a permanent deformation over time under load. Cre
Reactive powder concrete (RPC) is a very strong and durable building material developed in the 1990s. It consists of a finely-ground mixture of cement, silica fume, quartz flour, water and steel fibers that is cured at a high temperature. RPC has extremely high compressive strength, even over 200 MPa, along with high flexural strength and very low permeability. It has been used in bridges, seawalls, buildings and other structures where high strength and durability are required. However, RPC is more expensive to produce than normal concrete due to its specialized composition and processing requirements.
This presentation discusses fiber reinforced concrete (FRC) pavements. It provides an overview of pavement problems like joints, different pavement designs including jointed reinforced concrete pavement (JRCP) and continuously reinforced concrete pavement (CRCP), and fiber options at different dosages. It summarizes research conducted by the Louisiana Transportation Research Center (LTRC) evaluating fatigue and toughness of FRC. The research found that macro synthetic fibers at dosages of 7.5-10.5 lbs/cu yd provided benefits over steel fibers. It concludes with summaries of several pavement projects using FRC with normal joint spacing.
The document provides information on various topics related to advanced construction technology:
1. It discusses different types of admixtures used in concrete, their functions, classifications and typical quantities used.
2. Lightweight concrete and the production of lightweight aggregates are described.
3. Shotcrete/gunite installation techniques and special concretes like ferrocement and fiber reinforced concrete are outlined.
4. Principles of pre-stressed concrete including materials, methods, advantages and causes for losses in pre-stress are summarized.
2 Latest Engineering Practices in Construction.pptxpraful76
The document discusses various methods for increasing the lifespan of reinforced concrete (RCC) structures with minimal additional costs. It highlights that building lifespan can be extended from the typical 50-60 years to the designed 100 years through improvements in material quality and construction techniques. Specifically, it recommends using higher grade concrete, steel, aggregates, and water for mixing. It also emphasizes the importance of proper curing, formwork quality, and construction methodology in increasing structural durability.
The document discusses erosion control materials like erosion control blankets, gabions, silt fence, and concrete revetment systems. It describes different types of erosion like sheet flow, rill erosion, gully erosion, channel scour, and erosion by wave action. It also discusses problems associated with erosion such as loss of topsoil, instability of structures, sediment migration, and damage to aquatic habitats. Finally, it provides information on specific erosion control products like erosion control blankets, sediment control berms, and turf reinforcement mats.
The document discusses various erosion control materials including blankets, gabions, silt fences, and concrete revetment systems. It describes different types of erosion such as sheet flow, rill erosion, gully erosion, channel scour, and erosion from wave action. The document notes problems associated with erosion such as loss of topsoil, instability of structures, sediment migration, and damage to aquatic habitats. It provides details on specific erosion control blankets and their uses.
This document provides an overview of concrete, including:
- Concrete is a composite material made of aggregates, cement, water, and sometimes admixtures.
- It can be cast into various shapes and its properties tailored for strength and durability.
- The cement binds the aggregates and undergoes a chemical reaction when mixed with water to harden over time.
- Concrete exists in various types for different applications and strengths. Proper mixing, curing, and testing ensure high quality concrete.
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Concrete Cloth provides protection of culvert inverts by fastening the material to areas experiencing abrasion. It forms a new wearing surface and can prevent further damage. While Concrete Cloth extends the life of drainage structures, regular inspections are still needed. Pipes should be cleaned prior to installation, and minor repairs may be required. Concrete Cloth uses a cement composition making it durable, with abrasion resistance similar to or greater than concrete. Its fiber reinforcement prevents it from disintegrating like concrete during wear. Proper thickness should be selected based on the abrasion environment and a 25-year design life is estimated.
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Este documento discute varios temas relacionados con el concreto, incluyendo el desarrollo de especificaciones, tecnología, procesos constructivos, rol del ingeniero, responsabilidad profesional e implementación. También analiza la industria de la construcción y cómo afecta la calidad de vida. Se enfatiza la necesidad de agilizar la aceptación e implementación de nuevas tecnologías y liberar el proceso de obstáculos tradicionales. Además, explora conceptos como durabilidad, permeabilidad y cómo estas afectan el
El documento analiza el comportamiento del hormigón fresco bajo condiciones de alta evaporación. Se evaluó el efecto del tipo de cemento y el uso de aditivos. Los resultados mostraron que el viento provoca una mayor evaporación inicial pero la temperatura produce una exudación total similar. El cemento puzolanico tuvo mayor exudación que el Portland puzolanico. El uso de aditivos redujo significativamente la exudación en ambos cementos.
Este documento discute tres desafíos para mejorar la productividad en grandes obras de infraestructura y cómo se abordaron en dos proyectos específicos. En el Puerto Industrial de Açu en Brasil, se enfrentaron problemas como variaciones en el tiempo de fraguado del hormigón que se solucionaron cambiando los aditivos. En el túnel de Pajares en España, se usó hormigón de alta resistencia para las dovelas prefabricadas que mejoró la seguridad de la excavación en rocas complejas. En ambos proyectos, el
Este documento propone criterios de aceptación para hormigón proyectado utilizado en fortificación de túneles. Analiza 720 muestras de hormigón proyectado y 240 de hormigón fresco según normas chilenas e internacionales. Luego, estandariza un criterio para evaluar la resistencia que considera el número de muestras, la resistencia característica y la desviación estándar. El nuevo criterio propuesto es Rp ≥ fcil + t • σ, donde t depende del número de muestras y σ es la desviación está
Este documento describe la caracterización experimental de hormigones reforzados con fibras. Se presentan diferentes ensayos para determinar propiedades como la resistencia residual, capacidad de absorción de energía y contenido de fibras. También se discuten las normativas aplicables y criterios de aceptación. Finalmente, se concluye que la variabilidad en la distribución de fibras genera variabilidad en los resultados y que se requiere estandarizar los ensayos y criterios de evaluación.
Este documento presenta una metodología para el diseño por vida útil de hormigones basada en mediciones de permeabilidad al aire. Describe factores que afectan la durabilidad del hormigón, el método de ensayo de permeabilidad según normas suizas, y una metodología experimental-referencial que correlaciona permeabilidad con propiedades de durabilidad. Finalmente, explica cómo aplicar el método mediante mediciones en diferentes etapas de una obra para estimar su vida útil.
El documento presenta una introducción a la nanotecnología y sus aplicaciones potenciales en el hormigón. Explica brevemente los fundamentos de la nanotecnología y los principales nanomateriales como la nanosilica. Luego describe los efectos que estos nanomateriales pueden tener en las propiedades del hormigón fresco y endurecido, así como en su durabilidad. Finalmente, menciona algunas aplicaciones potenciales en pavimentos y shotcrete, y concluye que los nanomateriales pueden mejorar el desempeño del hormigón
El documento describe un nuevo tipo de hormigón estructural que flota y tiene una conductividad térmica mucho menor que el hormigón convencional, lo que mejora el aislamiento térmico de viviendas y reduce el consumo de energía para climatización. El nuevo material, llamado ThermCrete, se desarrolló mediante el diseño de su microestructura y tiene una tercera parte de la densidad y una décima parte de la conductividad térmica del hormigón convencional.
Este documento discute la importancia de una correcta especificación y certificación de sistemas de anclajes post-instalados. Explica que los anclajes deben ser probados bajo condiciones sísmicas y de fisuración para garantizar su resistencia, y que factores como la limpieza de la perforación y el procedimiento de instalación son cruciales para su desempeño. También enfatiza que las certificaciones entregan los valores reales de resistencia de un anclaje y sus modos de falla.
Este documento presenta una solución de reparación y reforzamiento estructural para 325 pilotes y 50 losas de hormigón en mal estado en un puerto del sur de Chile. La solución involucra reparar el hormigón dañado, inyectar grietas, y aplicar sistemas de reforzamiento como CFRP y FX-70 para aumentar la capacidad de carga de los elementos estructurales.
El documento describe la nueva certificación de la ACI para instaladores de anclajes. Debido a un accidente en un túnel en Boston causado por una mala instalación de anclajes, la ACI y CRSI desarrollaron un programa de certificación. El programa incluye un libro de trabajo con 8 capítulos, pruebas escritas y prácticas, y es válido por 5 años. El código ACI ahora requiere que los anclajes horizontales sean instalados por personal certificado.
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Este documento resume los principales proyectos de túneles civiles subterráneos en Santiago, incluyendo los túneles del Acceso Nor Oriente y San Cristóbal, el túnel Vivaceta, los túneles del programa SCO2, y los túneles del proyecto Américo Vespucio Oriente. Los túneles se construyeron principalmente usando el método NATM y fueron diseñados para transporte vial, con secciones funcionales de dos a cinco pistas. El documento describe las características geológicas,
El comité técnico de shotcrete del ICH ha estado trabajando durante 15 sesiones para desarrollar una normativa nacional de shotcrete en Chile. El proyecto de norma establece procedimientos para controlar la recepción del hormigón fresco, medir las resistencias tempranas y a largo plazo, evaluar hormigones con fibra, y medir espesores de shotcrete in situ. Una vez finalizado, el proyecto de norma definirá los criterios nacionales para realizar ensayos de calidad en shotcrete.
El documento presenta la historia y evolución de los métodos constructivos utilizados en el Metro de Santiago, con énfasis en el Proyecto 63 que comprende las líneas 3 y 6. Se describe el alcance del proyecto, que incluye 28 nuevas estaciones, 37 km de red y materiales como hormigón y vías. Finalmente, se informa sobre el estado de avance, que alcanza un 69% en la línea 6 y un 39% en la línea 3, con obras en estaciones y sistemas eléctricos, entre otros.
El documento describe la tecnología Hyson-Cells, un pavimento articulado de hormigón fabricado in situ utilizando mallas de geoceldas. Un tramo piloto en Chile mostró que el pavimento Hyson-Cells tuvo deflexiones 25% menores que un pavimento de adocreto tradicional y un módulo elástico 30% mayor, lo que indica una mayor vida útil. Se necesitan mejoras en el procedimiento constructivo y en el diseño de la mezcla de hormigón para reducir grietas de retracción.
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03 ic fibers
1.
2. Internal Curing Concrete
Dr Peter Taylor
With thanks to:
John Ries, ESCSI
Dale Bentz, NIST
Jason Weiss, Oregon State
3. Internal Curing - Why
• Curing is:
• Provision of moisture and temperature to allow hydration and
minimize dimensional change
• Keep it wet
• Keep it warm
• Start early
stay late
4. • Without curing we will increase risk of
• Cracking
• Scaling
• A soft surface
• What about strength?
Internal Curing - Why
5. Internal Curing - Why
Time
Property
Continuous cure
Curing stops
Elevated temperature curing
9. • Material should
• Hold sufficient water
• Hold the water until needed and not effect w/c
• Give up water at high RH (desorption)
• Not adversely effect
the concrete quality
Internal Curing - How
13. Water Moving From Aggregate
Detector
X-ray Source
Cement Paste
LWA
Water Can Move ~2 mm after some time
Schlitter (2010)
14. Internal Curing - How
• It’s All About the Distribution
Coarse LWA Fine LWA
Henkensiefken (2008)
15. How Much?
LWA
f
LWA
S
CSC
M
φ
α
*
** max
=where
MLWA = mass of (dry) LWA needed per unit volume of concrete (kg/m3
or lb/yd3);
Cf = cement factor (content) for concrete mixture (kg/m3 or lb/yd3);
CS = chemical shrinkage of cement (mass of water/mass of cement);
αmax = maximum expected degree of hydration of cement (0 to 1);
For ordinary Portland cement, the maximum expected degree of
hydration of cement can be assumed to be 1 for w/c ≥0.36 and to
be given by [(w/c)/0.36] for w/c < 0.36.
S = degree of saturation of aggregate (0 to 1);
ΦLWA = desorption of lightweight aggregate from saturation down to
93 % RH (mass water/mass dry LWA).
Bentz & Snyder (1999), Bentz, Lura, & Roberts (2005):
𝑀𝑀𝐿𝐿𝐿𝐿𝐿𝐿 =
𝐶𝐶𝑓𝑓 ∗ 𝐶𝐶𝐶𝐶 ∗ α𝑚𝑚𝑚𝑚𝑚𝑚
𝑆𝑆 ∗ 𝝓𝝓𝐿𝐿𝐿𝐿𝐿𝐿
Or… about 7lb IC water for 100 lb cement
16. Simple IC Mixture Design
• Need 7 lbs of IC water per 100 lbs of cementitious
• 600 lbs cementitious = 42 lbs of IC water
• Assume 18% LWA absorption in the field
• Assume LWA at 55 lbs/cf
• 55 x .18 = 9.9 lb/cf water at 90% desorption 8.9
• Need 42 lbs IC water / 8.9 = 4.7 cf of LWA
• 4.7 cf x 55 lb/cf = 259 lbs of LWA aggregate
17. NY State DOT Specifications
• Proper amount of water
• 30% replacement of fine aggregate
• Minimum 15% absorbed
moisture
• Place under sprinkler
for minimum of 48 hours
• Allow stockpiles to drain
for 12 to 15 hours
immediately prior to use
18. Internal Curing - How
• Can we do without this?
• Nope
• Still have to keep the surface hydrating
• That’s where the abuse happens
19. Internal Curing - So What
• Benefits
• Better hydration & SCM reaction
• Improved durability
• Less cement
• Less shrinkage, warping, cracking
• Extended service life
• Improved economics
• Increased
sustainability
28. • Three span bridge at Pine Creek
• One half conventional (both lanes)
• Other half using Internal Curing Concrete
• About 20% (by mass) of fine aggregate replaced with light
weight aggregate
• Other mix proportions
unchanged
Buchanan County
44. Third Point Loading Test
(ASTM C 1609-10)
• Closed Loop System
• Sample Size: 6” x 6” x 20” (150mm x 150mm x 500mm)
Kaiser
45. Australian Round Determinate Panel Test
(ASTM 1550)
• Mode of failure dominated by flexure.
• This can test higher deflections compared to ASTM
1609
• 32” (810 mm) diameter x 3” (76 mm) thick panel
Kaiser
54. Conclusions
• Fibers improve fatigue performance
• Carbon fibers increase performance when dosed
above 21 pcy compared to steel
• Polypropylene fibrillated and macro fibers increase
fatigue performance when dosed correctly
• Fiber reinforcement can inhibit performance
compared to steel when overdosed, but not below
that of plain concrete
Rupnow/Kevern
55. Conclusions
• Toughness testing showed that tensile strength and
dosage rate were critical for ductility
• Fibers with increased tensile strengths had a greater
residual load carrying capacity AND carried greater
loads at larger deflections
• Pre-cracked fatigue testing showed that the length of
the fiber is also crucial to the performance
Rupnow/Kevern