초록 ▼

A lightweight structural concrete with screw-ability and nail-ability similar to wood is composed of a non-structural and ultra lightweight aggregate such as expanded perlite or a combination of expanded perlite and polystyrene beads of a particular size distribution and volume amount, entrained air

A lightweight structural concrete with screw-ability and nail-ability similar to wood is composed of a non-structural and ultra lightweight aggregate such as expanded perlite or a combination of expanded perlite and polystyrene beads of a particular size distribution and volume amount, entrained air cells of another specific size distribution and volume amount, and dense cementitious composition of a cement binder, a fine grade structural filler no larger than concrete sand grade, a pozzolan, and optional micro-fibers for reinforcement. This structural concrete matrix is optimized to hold 13 gauge T-nails and bugle head wood screws with thread ranging from 8 to 11 threads per inch and diameter of 0.10″ to 0.137″. The resulting concrete will have consistent screw-ability and nail-ability similar to that of wood.

대표청구항 ▼

What is claimed is: 1. A high strength lightweight concrete having a compression strength greater than 2500 psi, comprising: (a) 1.05 to 1.75 parts by volume of Portland cement or shrinkage-compensating cement; (b) 0.40 to 1.25 parts by volume of pozzolan; (c) 1.15 to 1.85 parts by volume of fine s

What is claimed is: 1. A high strength lightweight concrete having a compression strength greater than 2500 psi, comprising: (a) 1.05 to 1.75 parts by volume of Portland cement or shrinkage-compensating cement; (b) 0.40 to 1.25 parts by volume of pozzolan; (c) 1.15 to 1.85 parts by volume of fine sand with a particle size distribution meeting at least an ASTM C33 specification; (d) an amount of expanded lightweight aggregate with a compression strength less than 2500 psi effective to achieve between 6% to 18% volume of the total concrete volume, and a distribution mean size between 1 mm to 2.5 mm and with at least 75% of the amount of particles falling within +/−0.6 mm from a center of the distribution mean size; (e) 0.65 to 1.20 parts by volume of water effective to achieve a water to cement (W/C) ratio in the range of 0.27 to 0.60; (f) an amount of super-plasticizer effective to produce a target slump; (g) an amount of air entrainment admixture effective to produce 5% to 20% entrained air with a size distribution mean no larger than 70% of the distribution mean size of the expanded lightweight aggregate in the concrete; and (h) an amount of synthetic fiber effective to occupy up to 3.00% volume of the total concrete volume with a minimum tensile strength of 49,000 psi and a length between 5 mm to 18 mm. 2. The high strength lightweight concrete according to claim 1, wherein the synthetic fiber is a polyvinyl alcohol or a micro-fiber used to reinforce the concrete so as to prevent crack propagation and to provide structural reinforcement in applications where a steel mesh is not used, in an amount occupying 0.20 to 3% volume of the total concrete volume. 3. The high strength lightweight concrete according to claim 1, further comprising a waterproof admixture effective to reduce both the vapor and water permeability of the concrete. 4. The high strength lightweight concrete according to claim 1, wherein the expanded lightweight aggregate is a combination of expanded perlite and expanded polystyrene bead where the ratio of the expanded perlite to the expanded polystyrene bead can be varied to absorb water out of the wet concrete mix, before the concrete set. 5. The high strength lightweight concrete according to claim 1, wherein entrained air cells in the concrete can be substituted by any expanded lightweight aggregate having a compression strength less than 2500 psi. 6. The high strength lightweight concrete according to claim 1, wherein the expanded lightweight aggregate is one of expanded polystyrene bead or a combination of expanded polystyrene and expanded perlite. 7. The high strength lightweight concrete according to claim 1, wherein the pozzolan is one of Class F fly ash, Class C fly ash, silica fume and furnace slag. 8. A lightweight concrete having a compression strength greater than 2500 psi comprising: (a) 1.05 to 1.75 parts by volume of one of Portland cement, magnesium based cement and a combination of Portland cement and magnesium based cement; (b) 0.00 to 1.25 parts by volume of one of Class F fly ash, Class C fly ash, silica fume and furnace slag; (c) 1.15 to 1.85 parts by volume of fine sand with a particle size distribution meeting at least an ASTM C33 specification; (d) an amount of expanded lightweight aggregate having a compression strength less than 2500 psi effective to achieve between 6% to 18% volume of the total concrete volume, a distribution mean size between 1 mm and 2.5 mm with at least 75% of particles falling within 0.60 mm from a center of the distribution mean size; (e) 0.65 to 1.20 parts by volume of water effective to achieve a water to cement (W/C) ratio in the range of 0.27 to 0.60; (f) an amount of super-plasticizer effective to produce a target slump; (g) an amount of entrainment admixture effective to produce 5% to 20% entrained air with a size distribution mean no larger than 70% of the distribution mean size of the expanded lightweight aggregate in the concrete; and (h) an amount of synthetic fiber effective to occupy up to 3.00% volume of the total concrete volume with a minimum tensile strength of 49,000 psi and a length between 5 mm to 18 mm. 9. The lightweight concrete according to claim 8, further comprising an amount of waterproof admixture effective to reduce both the water vapor and water permeability of the concrete. 10. The lightweight concrete according to claim 8, wherein the expanded lightweight aggregate is a combination of expanded polystyrene bead and expanded perlite, and a ratio of the expanded perlite relative to the expanded polystyrene bead can be varied to absorb water amount out of the wet concrete before the concrete set. 11. The lightweight concrete according to claim 8, wherein entrained air cells in the concrete can be partially substituted by any lightweight aggregate having a compression strength less than 2500 psi or expanded polystyrene bead having the same size as the entrained air cells. 12. The lightweight concrete according to claim 8, wherein the lightweight aggregate is one of expanded polystyrene bead or a combination of expanded polystyrene and expanded perlite.