(75%) + Cement (10%) + Water(15%) Microscopic cracks and voids exist everywhere in concrete. Concrete is a “HARD SPONGE” Aggregates and hydrated cement is net negative---Voids are net positive
MIX 4 MIX 3 LEAN 15% 18% 8% 28% 31% 70% 30% BY VOLUME BY VOLUME PASTE AGGREGATE 70% 30% 20% 30% 40% 40% ROCK) ARE 70% OF THE MIX. BAR 4 NON-AIR ENTRAINED CONCRETE CEMENT WATER AIR SAND COARSE AGG. AIR ENTRAINED CONCRETE NON-AIR ENTRAINED CONCRETE AIR ENTRAINED CONCRETE PASTE AGGREGATE BAR 3 PROPORTIONS OF CONCRETE 10 + 20 + 30 + 40 = 100% RANGE IN PROPORTIONS OF MATERIALS USED IN CONCRETE, BY ABSOLUTE VOLUME. BARS 1 AND 3 REPRESENT RICH MIXES WITH SMALL SIZE AGGREGATES. BARS 2 AND 4 REPRESENTS LEAN MIXES WITH LARGE AGGREGATES. CONCRETE IS BROADLY DESCRIBED AS AIR OR NON-AIR ENTRAINED. AIR ENTRAINED CONCRETE USUALLY REQUIRES SLIGHTLY LESS WATER FOR A SIMILAR SLUMP, AS COMPARED TO NON-AIR ENTRAINED. CONCRETE IS BASICALLY PROPORTIONED (10-20-30-40 = 100 %). THE CEMENT PASTE IS ABOUT 30% OF THE MIX, (10% CEMENT, 15% WATER AND 5% AIR), AGGREGATES (30% SAND, 10% 20% 30% 40% CEMENT WATER AIR SAND COARSE AGG. RICH MIX 2 BAR 1 BAR 2 10% 15% 5% ~ 30% 40% ~ 7% 14% 4% 24% 51% 40% ROCK 10% CEMENT 30% SAND 15% WATER 5% AIR 15% 21% 8% 30% 31% 7% 16% 1% 25% 51% 10% 18% 2% 30% 40% ~ ~ 40% ROCK 10% CEMENT 30% SAND 18% WATER 2% AIR
OTHER THAN AIR (ENTRAINED AND/OR ENTRAPPED), WATER IS THE LIGHTEST MATERIAL IN CONCRETE. CEMENT IS THE HEAVIEST. THIS IS WHY BLEED WATER RISES AND COARSE AGGREGATE TENDS TO SETTLE IN FRESH CONCRETE. FIGURE 4: SHOWS AREA OF TWO DIFFERENT CEMENT PASTE MATRIX UNITS. THE w/c = 0.4, IS CONSIDERABLY MORE DENSE THAN w/c = 0.7. HIGHER DENSITY CONCRETE MEANS LESS INTERCONNECTING VOIDS. c c = = FINE FINE SAND CEMENT PARTICLES & WATER 145 pcf - + 140 pcf - + PARTICLES SAND PARTICLES FINE SAND PARTICLES w/c = 0.7 w/c = 0.7 w/c = 0.4 DENSITY DENSITY DENSITY OF CONCRETE w/c = 0.4 FIGURE 4 WHEN w < 0.4, WET CURING MAY BE NEEDED TO HYDRATE ALL CEMENT WHEN w > 0.4, EXCESS WATER IS LEFT BEHIND IN THE PORES IN THEORY - ONLY ABOUT 22% TO 27% BY WEIGHT OF WATER IS NEEDED TO HYDRATE CEMENT
BUBBLE CEMENT PARTICLE CEMENT ABSORBING WATER AND VOLUME INCREASE HYDRATING CEMENT PARTICLE AS CEMENT PARTICLE ABSORBS WATER IT SLIGHTLY EXPANDS. THE VOLUME LEFT BY WATER IS TAKEN UP BY EXPANDING CEMENT PARTICLES CEMENT + WATER => CEMENT HYDRATION CEMENT CEMENT CEMENT CEMENT CEMENT CEMENT CEMENT CAPILLARY SAND PARTICLE GEL PORES PORE SPACE FIGURE 5B SAND PARTICLE TOWELED SURFACE INLET / EXIT POINT OF CAPILLARY
Top of floor is at mean sea level High tide is +/- 2 ft above floor slab Low tide is +/- 2 ft below floor slab Slab is 6” thick, #4@ 12” o.c., w/ inverted beams at column lines
Contraction Due to Temperature and Shrinkage Contamination on side walls of crack pH of liquid in crack (3.5 – 13) Shadows at steel interface Corrosion at steel interface
Soil Anchors relaxed and ground settled Adjacent Foundation Settlement Pool Structure Cracks Water Drains from Pool Water comes thru Wood lagging activates bentonite Crack Repair on Pool Cracks
at 45* Hole spacing ½ the wall thickness Alternate each side of crack Core or hammer drill Blow out dust and debris from cracks Flush cracks with water
1 grouting, drill through floor, fill 1” void between concrete and sand Stage 2 grouting, drill and intercept cracks and joints Stage 3 grouting, inject into sand and solidify it for future excavation
Based Urethane Based Methyl Meth- acrylic Epoxy Based Polyester Based Portland Cement with additives: Silica Sand Fibers or Mesh Latex Additives Metal Oxide Chemical Reactants Sodium Silicate Interior Coating Water Close to Interior
Oaker in Soil Bacteria consumes iron in soil when it contacts oxygen Forms a “jelly-like” substance Will plug up drainage systems It is not harmful to the touch
Electro Osmosis is created by an electric field Creates a “virtual” positive side membrane EOP dries the concrete around areas of repair Provides Cathodic Protection to reinforcing steel
Disconnect Continuously Sodium atom gives up electron “-”, becomes net “+” Chlorine atom takes electron “-”, becomes net “-” Sodium atom contracts, “+” core pulls electrons in Chlorine atom expands, “-” electron cloud expands
Barbara, CA US Highway 101 US Highway 101 Castillo St. Castillo St. Exit Ramp Exit Ramp On Ramp On Ramp US Highway 101 US Highway 101 Castillo St. Castillo St. Exit Ramp Exit Ramp On Ramp On Ramp Roadways
Topics Building Envelope Technology (1 Hour) High-Rise Repair Strategies (1 Hour) Introduction to Concrete Repair and Maintenance Structural Strengthening of Concrete Structures Post-Tensioning Systems Concrete Repair Materials, Part 1 & 2 www.structural.net For more information on Electro-Osmosis: www.eopsystem.com