Concrete and Steel Rebar Steel Rebar for reinforcing Concrete Steel - - PowerPoint PPT Presentation

concrete and steel rebar steel rebar for reinforcing
SMART_READER_LITE
LIVE PREVIEW

Concrete and Steel Rebar Steel Rebar for reinforcing Concrete Steel - - PowerPoint PPT Presentation

Traditional Building Materials Concrete and Steel Rebar Steel Rebar for reinforcing Concrete Steel Rebar for reinforcing Concrete Steel Rebar for reinforcing Concrete Steel Rebar for reinforcing Concrete Advantage Easy to use Initial


slide-1
SLIDE 1

Traditional Building Materials

Concrete and Steel Rebar

slide-2
SLIDE 2

Steel Rebar for reinforcing Concrete

slide-3
SLIDE 3

Steel Rebar for reinforcing Concrete

slide-4
SLIDE 4

Steel Rebar for reinforcing Concrete

slide-5
SLIDE 5
  • Advantage

– Easy to use – Initial Price

  • Disadvantage

– CTE different than for Concrete – Corrodes – Weight – Strength – Maintenance Costs – Costs increase as the Cost of Energy increases – Magnetic

Steel Rebar for reinforcing Concrete

slide-6
SLIDE 6

Steel Rebar can corrode (rust) inside concrete structures

slide-7
SLIDE 7

The Corrosion of reinforcing steel rebar creates enough pressure to crack concrete

slide-8
SLIDE 8

The Corrosion of reinforcing steel rebar creates enough pressure to crack concrete

slide-9
SLIDE 9

Cracked concrete weakens the structure and can lead to catastrophic failures

slide-10
SLIDE 10

Advanced Building Materials

  • Concrete

– Basalt Fiber Reinforced – Basalt Fiber Reinforced Rebar – Structured Water – Pre-Ceramic Coatings/Sealants

  • Fiber Reinforced Composites
  • Thermally reflective Pre-Ceramic Polymeric Coatings
slide-11
SLIDE 11

The Reinforcing Alternative? Basalt Fiber Reinforced Composite Rebar

slide-12
SLIDE 12

What is Basalt?

slide-13
SLIDE 13

What is Basalt?

It is a material born of Volcanic action that can benefit mankind!

slide-14
SLIDE 14
slide-15
SLIDE 15

What is Basalt?

  • Naturally Mined Igneous Rock
  • Partially Crystalline Silicate Structure
  • Matrix Reinforced with Plagioclastic Precipitates
  • Primarily Marketed as Rough Stone and Melt-blown Wool
  • Can be made into Continuous Filament, Chopped Strand, Woven and

Non-woven Fabrics

  • Basalt Fibers and Textiles can be used to make High-Strength and

Fire-Safe Composites

slide-16
SLIDE 16

The mechanical characteristics of a high quality basalt fiber are greater than hi-modulus glass fiber, S2 glass, and ВМП (Russia). New proprietary advancements in nano-fiber technology can bring this significantly higher – approaching that of carbon fiber.

Basalt Fiber Reinforced Composite Rebar

slide-17
SLIDE 17

Not all Basalt Fibers are Created Equally

slide-18
SLIDE 18

Basalt Fiber Reinforced Composite Rebar

Material Diameter Fiber Volume Tensile Strength Elastic Modulus Elongation CTE 10-6/oC Steel 11.3-mm n/a 400 MPa 200 GPa >10% 11.7 E-Glass-TG Epoxy 9.5-mm 54% 785 MPa 43 GPa 3.7% 9.9 Carbon-Epoxy 9.5-mm 62% 1,431 MPa 120 GPa 1.4% Basalt-TG Epoxy 9.5-mm 68% 1,235 MPa 95 GPa 3.1% 8.9

slide-19
SLIDE 19

Basalt Fiber Reinforced Composite Rebar

slide-20
SLIDE 20

The steel should be maintained at stress less than limit of proportionality σp. The value of the proportionality limit σp is several times less than the ultimate stress σu. Typical σp value for steel rebar is between 200 and 400 МPа. The σp value for the Thermalguard Basalt rebar is typically greater than 1,000 MPa.

Basalt Fiber Reinforced Composite Rebar

slide-21
SLIDE 21

Basalt Fiber Reinforced Composite Rebar

Existing composite rebar specifications and testing requirements USA

  • ACI 440.3R-4: Guide for the test methods for fiber reinforced polymers for reinforcing or strengthening

concrete structures. Published by the American Concrete Institute.

  • ACI 440.1R-06: Guide for the design and construction of concrete reinforced with FRP Bars. Published

by the American Concrete Institute.

ASTM Standards

  • D 570 Standard Test Method for water absorption of plastics.
  • D 619 Standard practice for conditioning plastics for testing.
  • D 695 Standard test method for compressive properties of rigid plastics.
  • D 790 Standard test methods for flexural properties of unreinforced and reinforced plastics.
  • D 792 Standard test methods for density and specific gravity.
  • D 2734 Void content of reinforced plastics.
  • D 3410 Standard test method for compressive properties of polymer matrix composite materials.
  • D 7205/ D7205M Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix

Composite Bars.

slide-22
SLIDE 22

Basalt Fiber Reinforced Composite Rebar

Design Manuals

  • Isis Design Manual No. 3: Reinforcing concrete structures with fiber reinforced polymers.

Committees

  • American Concrete Institute (ACI): 440 – Composites for Concrete.
  • American Concrete Institute (ACI): 400H – Reinforced Concrete (rebar)
  • American Concrete Institute (ACI): 440I – Pre-stressed Concrete (Tendons)
  • American Society of Testing and Materials (ASTM): ASTM D20.18.01 – FRP Materials for concrete.
  • American Society of Testing and Materials (ASTM): ASTM D20.18.02 – Pultruded Profiles.
  • American Society of Testing and Materials (ASTM): ASTM D30.20.01 – Composites for Civil Engineering.
  • AASHTO Bridge Subcommittee: T-21 – FRP Composites
slide-23
SLIDE 23

Thermalguard Basalt Fiber Reinforced Composite Rebar Features, Advantages and Benefits

  • Higher Service Temperature: Service Temperatures available to greater than 250oC (380oF).
  • Coefficient of Thermal Expansion: Closely approximates that of concrete.
  • Non-Corrosive: Alkali resistant and will not corrode, when exposed to a wide variety of corrosive elements.
  • Lightweight: 25% the weight of steel rebar.
  • High Strength to Weight Ratio: Typically about 4 to 6 times stronger than steel; allowing for greater design flexibility and

lower concrete utilization to accomplish the same task.

  • Excellent Fatigue Resistance: Performance in cyclic loading is very good.
  • Excellent Impact Resistance: Has excellent resistance to sudden and severe point loading.
  • Non-Conductive: Electrically non-conductive and, therefore, has very low thermal transference.
  • Non-Magnetic: In snot affected by electromagnetic fields. Excellent for applications involving MRI and other types of

electronic testing facilities.

  • Cost: Very competitive with steel rebar; considering transportation and maintenance cost in addition to the purchase price.
  • Vertical Integration Possibility: Possibility of reduced manufacturing costs. Thermalguard owns the “Core Technology for

the X-Grip™ rebar (Patent Pending) and that of the resins used in the production of the rebar. In addition, Thermalguard has several strategic alliances for cost effective provision of the Basalt Fiber; including manufacturing technologies, sales and distribution, and civil engineering technologies, as the need may arise.

slide-24
SLIDE 24

Thermalguard Basalt Fiber Reinforced Composite Rebar

slide-25
SLIDE 25

Standard Grip X-Grip

Thermalguard Basalt Fiber Reinforced Composite Rebar

slide-26
SLIDE 26

Thermalguard Basalt Fiber Reinforced Composite Rebar with X-Grip™

slide-27
SLIDE 27

Testing of Composite Rebar ASTM 7205

In order to avoid slippage of the terminal ends during testing, both ends are anchored into sleeves with structural adhesive. These copper sleeves are typically made in the lab’s machine shop. A small deformation sensor is placed at the midpoint of the specimen, to test the strain. Detailed information can be found in ASTM 7205. 1. Basalt Fiber Rebar 2. Thickness of copper sleeve. Example: 3-mm OD rebar = 12-mm OD copper sleeve. 3. Q235 strengthened sheet thickness: 2mm. 4. Structural Adhesive.

slide-28
SLIDE 28

Testing of Composite Rebar ASTM 7205

slide-29
SLIDE 29

Why use the Thermalguard X-Grip™?

The bond slip of the X-Grip™ helical/axial grip Basalt Rebar is negligible after the peak, during pull-out testing.

Smooth & Sanded Composite Rebar X-Grip™ Composite Rebar

slide-30
SLIDE 30

Why use the Thermalguard X-Grip™?

Failure mode of a spiral wrapped Composite Rebar Failure mode the X-Grip™ wrapped Composite Rebar Conclusions: The X-Grip™ provides superior gripping strength over smooth, sanded

  • r spiral wrapped composite rebar
slide-31
SLIDE 31

Coils of Basalt Rebar at a Job-Site

slide-32
SLIDE 32

Basalt Rebar Straight lengths and Prefabricated shapes

slide-33
SLIDE 33

Other Issues related to the strengthening of Concrete

Ordinary (Plain) Concrete has two major deficiencies 1. Low Tensile Strength 2. Low strain at Fracture. Cause: Micro-cracks and Micro-fractures. The propagation of micro-cracks and micro-fractures under applied stress is responsible for the low tensile strength of the material Solution: Fiber reinforcement of concrete (FRC) Fibers, if randomly dispersed throughout the concrete matrix, provides a more efficient distribution of the internal and external stresses by creating a three dimension reinforcing network.

slide-34
SLIDE 34

Fiber Reinforced Concrete (FRC)

Primary Role of the Fibers in FRC The primary role of fibers, in hardened concrete structures, is the modification of the cracking from macro-cracks to micro-cracks to nano-cracks.

  • Smaller cracks will reduce the permeability of the concrete.
  • Smaller cracks will enhance the ultimate strain of the concrete.

The secondary advantage of FRC is increased toughness (or residual load carrying capability after the first crack), while increasing impact resistance.

slide-35
SLIDE 35
  • Currently used Fibers

– Steel Fibers:

  • Can Corrode
  • Balling

– Carbon Fibers

  • Cost

– Glass Fibers

  • Can be attacked by Chloride (chemical stability)
  • Lower long term wet strength at moderate (70C – 158F) temperatures

– Synthetic Fibers

  • Cost
  • Low Modulus of elasticity
  • Poor Bond
  • Combustibility
  • Low Melting Point

– Basalt Fibers

  • Not all Basalt Fiber is created equally

Fiber Reinforced Concrete (FRC)

slide-36
SLIDE 36

Advantages of using Basalt Fibers

  • When using ½-inch Basalt Chopped Fiber, satisfactory workability is maintained up to

between 0.5% and 1.0% by dry volume weight.

  • As compared to Polypropylene fibers, a greater volume of fiber could be incorporated.
  • Considerable increase in the toughness and impact resistance of concrete, as compared to

plain concrete.

  • The mode of concrete failure is changed from Brittle to Ductile, when subjected to

compression, bending and impact testing.

  • Alkaline resistant.
  • CTE is approximately the same as concrete.
  • Non-Magnetic and non-conductive.

Basalt Fiber Reinforced Concrete (FRC)

slide-37
SLIDE 37

Basalt Rebar and Basalt Fiber Reinforcement

non-metallic, stronger than steel and corrosion resistant