Fiber-Reinforcement for Concrete

Fiber-Reinforcement for Concrete

<p> SECTION 03 24 00 FIBER-REINFORCEMENT FOR CONCRETE</p><p>Display hidden notes to specifier. (Don't know how? Click Here)</p><p>Copyright 2016 - 2016 ARCAT, Inc. - All rights reserved</p><p>PART 1 GENERAL</p><p>1.1 SECTION INCLUDES</p><p>1.A. Fiber reinforcement for concrete.</p><p>1.2 RELATED SECTIONS</p><p>2.A. Section 03 30 00 - Cast-in-Place Concrete.</p><p>1.3 REFERENCES</p><p>3.A. ASTM C 1116 - Standard Specification for Fiber-Reinforced Concrete.</p><p>3.B. ASTM C 1609 - Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete (Using Beam with Third-Point Loading).</p><p>3.C. ACI 544.1R - State-of-the-Art Report on Fiber Reinforced Concrete (Reported by ACI Committee 544).</p><p>1.4 SUBMITTALS</p><p>4.A. Submit under provisions of Section 01 30 00 - Administrative Requirements.</p><p>4.B. Product Data: Manufacturer's data sheets on each product to be used, including: 4.B.1. Preparation instructions and recommendations. 4.B.2. Storage and handling requirements and recommendations. 4.B.3. Installation methods.</p><p>1.5 QUALITY ASSURANCE</p><p>5.A. Manufacturer Qualifications: Minimum 5 year experience manufacturing similar products.</p><p>1.6 </p><p>03 24 00-1 PRE-INSTALLATION MEETINGS</p><p>6.A. Convene minimum two weeks prior to starting work of this section.</p><p>1.7 DELIVERY, STORAGE, AND HANDLING</p><p>7.A. Deliver and store products in manufacturer's unopened packaging bearing the brand name and manufacturer's identification until ready for installation.</p><p>7.B. Handling: Handle materials to avoid damage.</p><p>1.8 PROJECT CONDITIONS</p><p>8.A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's recommended limits.</p><p>1.9 SEQUENCING</p><p>9.A. Ensure that products of this section are supplied to affected trades in time to prevent interruption of construction progress.</p><p>PART 2 PRODUCTS</p><p>2.1 MANUFACTURERS</p><p>1.A. Acceptable Manufacturer: Mapei GRT, which is located at: 1144 E. Newport Center Dr.; Deerfield Beach, FL 33442; Toll Free Tel: 888-876-2734; Fax: 954-246-8800; Email: request info ([email protected]); Web: www.mapei.com/XG-EN/link.asp </p><p>1.B. Substitutions: Not permitted.</p><p>1.C. Requests for substitutions will be considered in accordance with provisions of Section 01 60 00 - Product Requirements.</p><p>2.2 FIBER REINFORCEMENT PRODUCTS</p><p>2.A. Synthetic Macro Fiber Reinforcement - Advantage Macrosynthetic Fiber: 2.A.1. Product shall meet the requirements of ASTM C1116, Section 4.1.3 and Note 2 for Synthetic Fiber Reinforced Concrete. 2.A.1.a. Length: 1.5 inches (38 mm). 2.A.1.b. Length: 2.0 inches (51 mm). 2.A.1.c. Dosage Rate: ______pcy. 2.A.2. Physical properties: 03 24 00-2 2.A.2.a. Material: Polypropylene-Polyethylene Blend. 2.A.2.b. Specific Gravity: 0.91. 2.A.2.c. Tensile Strength (Avg.): 70 ksi (0.48 KPa). 2.A.2.d. Absorption: NIL 2.A.2.e. Melting Point: 330 degree F (166 degree C). 2.A.2.f. UV Resistance: Excellent. 2.A.2.g. Alkali Resistance: Excellent. 2.A.3. Flexural Strength and Toughness (Compressive Strength 4,000 psi) Results: 2.A.3.a. Test Standard: ASTM C1609-05. 2.A.3.b. Dosage: 4 lbs per cubic yard (2.4 Kg/cubic meter). 2.A.3.c. Specimen Width: 6.00 inches (152 mm). 2.A.3.d. Specimen Depth: 6.01 inches (152 mm). 2.A.3.e. Peak: Load: 6,487 lbf (2942 Kgf). 2.A.3.f. Peak: Strength: 541 psi (3730 kPa). 2.A.3.g. Residual Load P (150): 1,910 lbf (866 Kgf). 2.A.3.h. Residual Strength f(150): 159 psi (1096 kPa).</p><p>2.B. Fibrillated Fiber Reinforcement System for Concrete - Polymesh F: 2.B.1. Type: Fibrillated Fiber Reinforcement. 2.B.2. Material: 100% pure virgin polypropylene. 2.B.3. Product shall meet the material specifications described in ASTM C-1116, Type III, Section 4.1.3, "Synthetic Fiber Reinforced Concrete or Shotcrete". 2.B.4. Product shall meet the properties for polypropylene established in ACI 544.1 R-82, Table 1.1. 2.B.5. Length: 1/4 inch (6 mm). 2.B.6. Length: 1/2 inch (13 mm). 2.B.7. Length: 3/4 inch (19 mm). 2.B.8. Length: 1 inch (25 mm). 2.B.9. Addition Rate: 1 lb/cubic yard (0.6 Kg/cubic meter) of concrete providing Performance Level 1 of ASTM C-1116 I5 Toughness Index.</p><p>2.C. Monofilament Fiber Reinforcement System for Concrete - Polymesh M: 2.C.1. Type: Monofilament Fiber Reinforcement. 2.C.2. 03 24 00-3 Material: 100% pure virgin polypropylene. 2.C.3. Product shall meet the material specifications described in ASTM C-1116, Type III, Section 4.1.3, "Synthetic Fiber Reinforced Concrete or Shotcrete". 2.C.4. Product shall meet the properties for polypropylene established in ACI 544.1 R-82, Table 1.1. 2.C.5. Length: 1/4 inch (6 mm). 2.C.6. Length: 1/2 inch (13 mm). 2.C.7. Length: 3/4 inch (19 mm). 2.C.8. Length: 1 inch (25 mm). 2.C.9. Addition Rate: 1 lb/cubic yard (0.6 Kg/cubic meter) of concrete providing Performance Level 1 of ASTM C-1116 I5 Toughness Index.</p><p>PART 3 EXECUTION</p><p>3.1 INSTALLATION</p><p>1.A. Add fiber reinforcement to concrete mix in accordance with manufacturer's instructions and approved submittals.</p><p>1.B. Test periodically as recommended by manufacturer to ensure proper addition rate. </p><p>END OF SECTION</p><p>03 24 00-4 </p>

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