Monday, March 22, 2021

FIBERGLASS COMPOSITE REBAR

 FIBERGLASS COMPOSITE REBAR

(GFRP)

The main reason for the use of fibreglass reinforcement is the insufficient corrosion resistance of steel in an aggressive environment. The basis of the innovative reinforcement is a glass fibre of 10-15 microns, combining into a single structure using synthetic resins.

Fibreglass rebar is not oxidized and does not rust, not conduct electricity and is not limited in length. It is 9 times lighter than steel reinforcement, it has higher tensile strength. These advantages have been studied by Russian scientists since the mid-20th century. Today the composite is a demanded building material.

How it all began…

On the territory of Russia (that time the USSR) the development of non-metallic rebar began in the 1970s. The production centres were at that time in Moscow, Minsk and Kharkov. The research did not stop, but there were some constraining factors:

   absence of laws and regulations;

  • the conservatism of market participants;
  • fear of innovation in the construction sector.

Gradually, glass fiber reinforced plastic was introduced into the production of power transmission line supports, baths in electrolysis shops, plates for storage facilities. Other directions developed: making structures from lightweight concrete, pouring foundations, producing beams and piles.

Striking examples of the use of composite rebar:

  • commissioning of pilot sections of ETL-10 kV with traverses made of fibreglass rebar concrete in Grodno and Soligorsk (1975);
  • construction of two storage facilities in the towns of Cherven and Rogachev in 1976;
  • in 1979 in the city of Batumi, power transmission lines for 10 and 0.4 kW were delivered;
  • the construction of a bridge over the Khingan River (Obluchye) in 1989.

In civil construction, the use of composite rebar was inexpedient, since its cost exceeded metal analogs 3-4 times. But gradually the builders and engineers realized that the composite is better than the metal rebar, and the price went to the background, and as a result of the introduction of modern production technologies, the material became cheaper.

The Fractional Period

In the 2000s, the field of application of fiberglass rebar was significantly expanded and extended to the construction of civilian objects.

This was facilitated by 2 points:
1. Strength characteristics and chemical-mechanical properties of composite rebar have significantly improved.
2. The cost of non-metallic products has decreased, which is relevant for private construction (country cottages, cottages, residential houses in the city, etc.).
The only deterrent that passed from the 20th century to the beginning of the 21st century is the lack of regulatory documentation and standards, which prescribes the requirements for the use of fiberglass rebar in civil engineering. Since 2004, the complex research of innovative building material was carried out by the scientists of the number of national institutions.

The tests lasted several years, at the same time different technologies were used: rupture on special stands, soaking in alkaline environments, exposure to low and high temperatures, ageing of samples. As a result, on January 1, 2014, GOST 31938-2012 “Composite polymer rebar for the reinforcement of concrete structures entered into force. General specifications. ” This allowed the use of fiberglass rebar legally and everywhere.

Interesting facts from the history of foreign applications

Fiberglass rebar in construction in the US began to be used in the 60s of the last century, but only in 1983, the development moved to the state level. At this time, the first project of the US Department of Transportation “The use of composite technology in the design and construction of bridges” was released. Virtually the monopolist in the field of production of rebar made of fiberglass was the corporation Marshall-Vega Inc., then connected other market players.

At the end of the 20th century – at the beginning of the 21st century China became the leading consumer of composite rebar. Builders of the Celestial Empire today also use non-metallic rebar when working with a huge number of objects, from bridges to underground structures. In Europe, large facilities, in the construction of which the fiberglass rebar was used, is a road bridge in Germany (1986), a winery in British Columbia (1998), and others.

Scientific research continues at the present time, since composite reebar is an interesting material with many advantages. Particular attention is paid to studying the factors that affect the deformation of concrete slabs with composite rebar. Such questions as the maximum moment of destruction of plates, the reasons of cracking of concrete products, the width of opening of cracks are analyzed. According to available data, composite materials are several times superior to metal analogues with the same technical and operational characteristics.


DURABILITY

Fiberglass rebar “MRG-Composites” is made of alkali-resistant raw materials – glass fibers impregnated with epoxy resins. This guarantees a long service life (at least 80 years). The period of operation of a concrete structure with steel reinforcement is 2-3 times less than with a composite one.

The durability of fiberglass rebar is ensured by the following characteristics of the material:

  • composite products do not support corrosion processes, they do not appear rust;
  • fiberglass does not change the properties under any operating conditions, which is proved by the tests for accelerated climatic aging.

It is not subject to the influence of chemically aggressive media and does not lose its strength characteristics at a temperature range of -70 … + 120 degrees Celsius.
Fiberglass rebar “MRG-Composites” is a demanded material in road construction, when erecting objects with increased requirements in terms of moisture resistance.

COST

The price of fibreglass rebar often becomes the decisive factor when choosing between composite and metal products. According to the experts of the company “MRG-Composites”, the cost of steel reinforcement annually increases by 40-60%, the dynamics of growth in prices for fibreglass is 2-4%.

The financial savings in the use of fibreglass rebar are significant.

The reasons for this are the following:

  • increased strength increases the life of fibreglass 2-4 times if compared with metal fittings of the same diameter;
  • lightweight reduces financial costs for logistics, loading and unloading, use of specialized equipment (coils with composite rebar are transported even on boda boda);
  • low thermal conductivity reduces the cost of space conditioning, there is no problem associated with the formation of “temperature bridges”.

The final cost of fibreglass rebar depends on the diameter of the product (common options – 4-24 mm) and the required length. The material is sold in bays of 50-100 running meters, but other options are available.

STRENGTH

Fiberglass rebar “MRG-Composites” is characterized by high tensile strength, the indices of which are better than metal rebar with the same diameter 3-4 times. This allows you to replace steel products with a composite smaller diameter without loss of performance.

Strength of fiberglass rebar is provided due to the complex structure of the material:

1. The stiffness corresponds to the inner layer formed from a bundle of curled or parallel arranged glass fibers. A strong bond between the fibers is guaranteed by special compositions based on epoxy resins.

2. The outer layer ensures the adhesion of the reinforcement to the concrete, and it is created by single-or bi-directional winding of fibers along a spiral.

Strengths are maintained at high and low temperatures, in a chemically aggressive or humid environment. Detailed information on the strength characteristics of composite rebar is reflected in the table (on the example of the products of MRG-Composites -10 mm)

source credit

http://www.mrg-composites.com/

please visit for more


 Fiberglass Rebar Properties

Corrosion-free

double tensile strength

45 -60 Gpa modulus of elasticity

thermal insulator

Electrical Insulator

Higher Bond Strength





Saturday, March 13, 2021

Proflex Roofing System

 
Proflex Roofing System

Proflex Roofing System We, With Our Self, Supported Roofing Sheets Have Created A Revolution In The Industry As These Roofing Sheets Do Not Require Any Kind Of Support

 


SPECIFICATION

Our fabricated Self Supported Roofing sheets comprises of profiled sheets that are fixed to the supporting structure without any intermediate support, purlins or trusses thus giving an unobstructed clear span. With the use of these self supported sheets, there is an advantage of larger enclosed volumes, free movement & effective handling of goods and higher flexibility in space utilization. The innovative thing with our wide range of self supported roofing sheets is that it uses mechanical sealing and installed without any holes, nuts, bolts, overlaps or sealants thus reducing on maintenance cost and maximizing on corrosion resistant property. With no need of making holes, drilling nuts and bolts, the overall time for installation lowers down remarkably thus increasing the efficiency with faster project turnaround. All the roofing sheets are designed and fabricated taking into consideration the center arch-rise, required live load, wind load & dead loads

Features:

·         Simple installation

·         Corrosion resistance

·         High strength

Advantages

·         Structure without any support of trusses, purlins or ancillary

·         Unobstructed clear span

·         100 & leak proof

·         Ensure cleaner and hygienic buildings

·         Quick to install

·         Faster project turnaround time

·         Flexible

·         Low maintenance cost

·         Free from holes, nuts, bolts & overlaps

Unobstructed 36 meters of clear spans:

·         Our System is a stunning success when it comes to roofing for wider spans

·         A continuous roof of up to 36 meters at a stretch can be easily and very effectively covered with JSP GROUP

·         The technology derives this essence from its formation that makes itself supported to sustain external load factors without any steel structure and intermediate columns

Application

These Self Supported Roofing Sheets has completely replaced conventional roofing and are used widely in applications like:

·         Logistics & Warehousing

·         Manufacturing industries

·         Plastics & Packaging

·         Food & Pharmaceuticals

·         Engineering Industry

·         Textiles

·         Sports halls

·         Rice mills

·         Electrical & Electronics

·         Educational institutes

·         Aircraft Hangers

·         Defense Structures

·         Community Halls

·         Special Economic Zones

Specifications:

·         Material: Pre-Painted Alu-Zinc Steel Sheets AZ 150 - (Galvalume Base - An Alloy Of 55% Aluminum & 43% Zinc)

·         Standards: ASTM A792 D (Yields Strength 350 Mpa)

·         Thickness: 0.7-1.5 mm

·         Color Coating: RMP, Polyester, S.M.P. 7 H.D.P. Coatings

·         Coating Grade: AZ150



credit MB PROFLEX

Wednesday, March 3, 2021

Workability of concrete

 

OBJECT-

 

To determine the slump value and to know more about the workability of fresh concrete by slump cone.

APPARATUS-

 Iron Pan to mix the concrete, weighing machine, trowel, slump cone, tamping rod, cement, sand, aggregate, water etc.

THEORY-

         Workability of concrete generally implies the ease with which mix can be handled from the mixer to its finally compacted shape. the measurements of the workability Of fresh concrete is of importance in assisting the practicability of compacting the mix and also n maintaining consistency throughout the job. In addition, workability testes are often used as an indirect check on the water content and therefore on the water/cement ratio of concrete. Workability should be distinguished from consistency which term as used in concrete practice, relates to the degree of wetness of concrete. On the other hand, consistency has to do with the force flow relationship alone. A job starts with the mix just right cement and aggregate are measured, the right amount of water is add, and mixing is then carried out for the given time. A batch of concrete wetter than the rest will mean the batch of concrete that is weaker and less durable in the finished job. A job batch that is too dry will lead to difficulties in placing, compacting and finishing.

The slump test is used vary often in concrete work. It is easily performed at a job site and is useful in detecting variations in mixes of given properties.

PROCEDURE-

 

1.         Four mixes are to be prepared with water-cement ratio of 0.50, 0.60, 0.70, and 0.80 respectively and for each ratio mix the dry constituent thoroughly to get a uniform color and then add water

2.          Dampen inside of cone and place it on a smooth, moist, non-absorbent, level surface large enough to accommodate both the slumped concrete and the slump cone. Stand or, foot pieces throughout the test procedure to hold the cone firmly in place

3.              Fill cone 1/3 full by volume and tamp 25 times with the help of tamping rod. Distribute Roding evenly over the entire cross section of the sample.

4.          Fill cone 2/3 full by volume. Rod this layer 25 times with rod penetrating into, but not through first layer. Distribute Roding evenly over the entire cross section of the layer.

6.            Fill cone to overflowing. Rod this layer 25 times with rod penetrating into but not through second layer. Distribute Roding evenly over the entire cross section of this layer

7.           Remove the excess concrete from the top of the cone using tamping rod and clean overflow from the base of the cone.

8.          Immediately lift cone vertically with slow, even motion. Do not jar the concrete or tilt


the cone during this  process. Invert  the withdrawn cone,  and place next  to,  but  not touching the slumped concrete (Perform in 5-10 seconds with no lateral or torsional motion)

9.         
Lay a straight edge across the top of the slump cone. Measure the amount of slump in inches from the bottom of the straight edge to the top of the slumped concrete at a point over the original center of the base. The slump operation shall be completed in a maximum elapsed time of 2 and the 1/2 minutes. Discard concrete. DO NOT use in any other tests.



OBSERVATION TABLE-

Water-Cement Ratio

Slump

0.50

-

0.60

-

0.70

-

0.80

-




PRECAUTIONS-

 

1.           The Strokes are to be applied uniformly throughout the entire area of the concrete section.

2.          The cone should be removed very slowly by lifting it upwards without disturbing the concrete. The unsupported concrete should be allowed to spread and settle and after settlement the height should be measured.

3.         The experiment should be completed within 3 min.

 

4.           It should be ensured that the interior of the mould be quite clean and damp but not wet.

5.          The base plate should be smooth and clean so that the contact is made with bottom


of the mould around its whole circumference.

 

6.         During filling the mould must be firmly pressed against its base.

     7.          On completion of tamping any surplus concrete is carefully removed with a trowel so that the mould is exactly filled.

8.          Vibrations from nearby machinery might also increase subsidence hence test should be made beyond the range of ground vibrations.

 

CONCLUSIONS-

 This test is very easy to use in project to calculate the slump, but it is not a true determination of workability.

This test learnt us about mixing the concrete, and the amount used especially in big project.

 

VIVA QUESTION –

 1.                What is concrete and type of concrete?

2.                What are different test on concrete?

3.                Define the number of grading and purpose of that grading?

4.                What is workability, segregation, bleeding and heat of hydration?

5.                Define the test procedure?

























Civil Engineering

Introduction It is a professional who can build other imagination into reality. Civil engineering is the oldest branch in engineering also...