666 results about "Slump" patented technology

A cement dispersant having excellent ability to prevent slump loss and high water-reducing property which comprises a polycarboxylic acid type polymer having a specific molecular weight distribution, a method for the production thereof, and a cement composition using the dispersant are provided. The cement dispersant comprises as a main component thereof a polycarboxylic acid type polymer (A), having a weight average molecular weight in the range of 10,000 to 500,000 in terms of polyethylene glycol determined by gel permeation chromatography, and having a value determined by subtracting the peak top molecular weight from the weight average molecular weight in the range of 0 to 8,000.

The invention discloses low-drying shrinkage high-performance recycled concrete satisfying pumping requirements, and belongs to the technical field of civil engineering concrete. Every cubic meter of the high-performance recycled concrete comprises 400-500 kg of binding material, 950-1150 kg of coarse aggregate, 660-715 kg of fine aggregate, 160-180 kg of water and 4-9 kg 0f superplasticizer, wherein the coarse aggregate is a recycled coarse aggregate or a mixture of the recycled coarse aggregate and natural coarse aggregate; the fine aggregate is a natural fine aggregate or a mixture of the natural fine aggregate and a recycled fine aggregate and prepared by a process of stone enveloped with cement. The strength grade of the obtained high-performance recycled concrete is C30-C50 and the slump is 180-210 mm; the dry shrinkage of the recycled concrete can be effectively improved to ensure that the dry shrinkage value is reduced by more than 25% relative to the common recycled concrete and lower than the common concrete with same proportion. The low-drying shrinkage high-performance recycled concrete has a significant theoretical value and social meaning for the reasonable and wide application of recycled concrete and the resource recovery of construction waste.

A cement dispersant (especially a dispersant for concretes with ultrahigh performance) comprising as a main component a water-soluble amphoteric copolymer obtained by copolymerizing (A) a polyamide-polyamine of an alkylene oxide adduct thereof with (B) (meth)acrylic acid or an alkali metal, ammonium, or alkanolamine salt thereof and (C) a polyalkylene glycol ester of (meth)acrylic acid in an A/B/C ratio of (10-40)/(10-40)/(50-80) (wt. %); and a concrete composition (especially an ultral high-performance concrete) containing the dispersant. The dispersant satisfies all of a water-reducing effect, slump flow retention, strength development, etc.

The invention discloses a polycarboxylate superplasticizer for machine-made sand concrete. The polycarboxylate superplasticizer comprises a polycarboxylic acid copolymer, a mud-resistant component, a crack-resistant component, an air entraining agent, an antifoaming agent and a retarder. The polycarboxylate superplasticizer is low in mixing amount, and enables the machine-made sand concrete, in particular the machine-made sand concrete containing high amount of mud and powder to achieve excellent initial working performance, long-term slump holding capability, keep the surface of the hardened concrete from cracking, and improve the durability of the machine-made sand concrete.

The present invention discloses a poly carboxylic acid series compound water reducing agent used for hydraulic self-compacting concrete and a preparation method and application, the poly carboxylic acid series compound water reducing agent comprises the following components by weight: 50 % to 80% of a water-reducing component; 5% to 40% of a slump retaining component; 1% to 10% of a thickening component; 1% to 20% of a retarding component; and 0.1% to 2% of an air entraining component. The poly carboxylic acid series compound water reducing agent improves the workability, fluidity, segregation resistance and slump retaining properties of the self-compacting concrete.

The present invention discloses a low shrinkage anti-cracking C60 grade self-compacting bridge tower concrete based on internal curing, shrinkage compensating and toughening, wherein the low shrinkage anti-cracking C60 grade self-compacting bridge tower concrete is prepared from the following raw materials: cement, fly ash, mine powder, an expander, an AN-ICA internal curing agent, crushed stone, river sand, polyacrylonitrile fibers, micro-scale modified degreasing cotton cellulose, a cement slurry microstructure regulation agent, water and an ultra-dispersed water-reducing and shrinkage-reducing superplastic admixture. According to the present invention, the initial slump is more than or equal to 230 mm, the expansion degree is more than or equal to 630 mm, the 28 d compressive strength is more than or equal to 70 MPa, the 28 d splitting tensile strength is more than or equal to 5.8 MPa, the toughness index I5 is more than or equal to 3.0, the 28 d self-shrinkage is less than 100*10<-6>, the 28 d dry shrinkage rate is less than 150*10<-6>, the carbonization grade achieves T-IV, the anti-cracking grade achieves L-V, the product has characteristics of excellent mechanical property, excellent cracking resistance and excellent durability, and the difficult problems of high cement and cementing material material consumption, large shrinkage and easy cracking of the bridge tower concrete at the current stage can be solved.

A lightweight ready-mix concrete composition that contains 8-20 volume percent cement, 11-50 volume percent sand, 10-31 volume percent prepuff particles, 9-40 volume percent coarse aggregate, and 10-22 volume percent water, where the sum of components used does not exceed 100 volume percent. The prepuff particles have an average particle diameter of from 0.2 mm to 8 mm, a bulk density of from 0.02 g/cc to 0.64 g/cc, an aspect ratio of from 1 to 3. The slump value of the composition measured according to ASTM C 143 is from 2 to 8 inches. After the lightweight ready-mix concrete composition is set for 28 days, it has a compressive strength of at least 1400 psi as tested according to ASTM C39.

The invention discloses a antifreeze early strength admixture used in construction using concrete that includes anhydrous calcium chloride, fly ash, inositol hexaphosphate, triethanolmine, sodium benzoate, azimidobenzene, and adding monoethanolamine to adjust the pH value to 9-9.5. The advantages of the invention are that: low cost, easy to gain raw material, no toxin, and no pollution to environment; improving the compressive strength and anti-leaking, anti-charring, antifreeze ability; shortening time limit for a project; ensuring intension and saving cement content.

High-performance cement, concrete and its production are disclosed. The cement consists of industrial fag end, activator, functional regulator and performance regulator, and Bosi specific surface is 300-550m2/kg. Its advantages include excellent fluidity and endurance, less loss and hydrated heat energy, better density and strength.

The invention relates to graphene oxide concrete, which is prepared from the following components: 115 to 415 parts of cement, 30 to 50 parts of coal ash, 50 to 90 parts of mineral powder, 940 to 1070 parts of stone, 720 to 1040 parts of sand, 155 to 190 parts of water and 4.15 to 11.70 parts of graphene fortifier, wherein the graphene fortifier is prepared from 10 to 14 percent of water reducing component, 12 to 18 percent of slump retaining component, 3.2 to 3.6 percent of sodium gluconate, 8 to 12 percent of graphene oxide, 0.4 to 0.6 percent of stabilizer polyvinylpyrrolidone and 51 to 66 percent of deionized water. According to the graphene oxide concrete disclosed by the invention, a technical defect that strength loss is caused by a cement matrix flaw due to the fact that dispersity of graphene oxide concrete is low in the prior art is solved; a microstructure of a cement hydration product can be effectively regulated and controlled, therefore strength, permeability resistance and durability of the concrete are increased, and the strength of the graphene oxide concrete is increased by 30 percent to 46 percent in comparison with concrete with an equal ratio.

A cement admixture object of the present invention can make slump-retaining ability excellent to retain fluidity and, at the same time, can realize a viscosity of cement compositions so that work becomes easy at a field handling them, can make the state of a cement composition better. The present invention relates to a cement admixture which comprises a polycarboxylic acid copolymer having a polyalkylene glycol side chain, said polycarboxylic acid copolymer being constituted of two or more species of copolymers with different acid values, and at least one of said two or more species of copolymers with different acid values having an oxyalkylene group containing 3 or more carbon atoms.

The invention discloses a micro-collapse concrete of rolled concrete dam and constructing method, which comprises the following parts: cement, coal ash, rough aggregate, fine aggregate, slow setting high-effective dehydragent, air-entrainer and water, wherein the slump of allocated concrete is less than 0. 5cm with consistency value VC at 1-3s; the allocation of the micro-collapse concrete is similar to internal rolling concrete of dam through adding some gelling material slightly, which saves cost with high quality obviously.

The invention discloses a method for reinforcing recycled aggregate concrete by changing a stirring technology, and belongs to the field of building materials. The method comprises the following steps that (1) solid waste is crushed via a jaw crusher, and then sieved and assembled into a recycled coarse aggregate meeting a 4.75-25mm continuous grading requirement; and (2) cement and water with 50% of the total water consumption are mixed and stirred for 30-60s; the recycled coarse aggregate is added and stirred for 30-60s; natural coarse and fine aggregates are added and stirred for 30-60s; the residual 50% of water is added and stirred for 30-60s; the slump of a discharged material is measured; and a test block is prepared. Compared with conventional stirring, the stirring technology adopted by the method can wrap and form low-water-cement-ratio cement mortar on the surface of the recycled coarse aggregate, exerts repair and reinforcing effects on a weak area on the surface of the recycled coarse aggregate, and reinforces interface transition areas among the recycled coarse aggregate, the natural aggregates and the cement mortar, so that the compressive strength of the recycled concrete is improved.

The invention discloses a sliding formwork parallel moving concrete lining machine and a construction method, a machinery of the invention comprises a walking mechanism, a trimming lifting device, a tamping device and a stretch main frame, wherein the main frame is hinged with a top frame and a bottom frame, the top frame is arranged on the upper portion of the main frame, the bottom frame is arranged on the lower portion of the main frame, a sliding orbit on the main frame is engaged with a sliding template, the sliding template is driven by a winding mechanism which is arranged on the top portion of the sliding template. The construction method using the invention comprises the processes of machinery installment and location, elevation adjustment, emptying, tamping, sliding template lifting and pressing surface and the like, which is construction by course, segmentation jolting and a segmentation pressing surface from upper to lower until a slope top and a slope shoulder. After an active section is completed, the lining of next working position is integrally moved. The width of the work surface of the invention is above 2m, the slope length is 3-30m, the slope degree is 1/0.1-1/1.99, the collapsed slump is smaller than 8, the inner portion of a concrete surface is tight, the surface is even and smooth, staggered platform and pockmark do not exist, the project progress is rapid, and the efficacy is 3-12 times of the sliding template.

The invention relates to a preparation method of a high-activity red mud-based concrete admixture, belonging to a preparation method of a composite activated mineral admixture. The preparation method comprises the steps of: by taking red mud as main raw materials and industrial waste slag of carbide slag, desulfurization gypsum and the like as auxiliary materials, performing heating power activation through the self combustion heat of unburned coal gangue to obtain the high-activity red mud-based concrete admixture, wherein in the process of blending concrete materials, 20% by weight of the red mud composite replaces PO52.5, or PO42.5, or PC32.5 portland cement, under the condition of keeping other blending materials, the cost of per cubic meter concrete blended can be saved greatly, the strength of the blended concrete in each age is equal to or higher than that of the compared concrete, and the newly blended concrete has the characteristics of being good in peaceability, small in slump loss, low in hydration heat, good in later strength transitivity, sulfate corrosion-resistant, strong in chemical corrosion resistance, and good in durability, having no adverse influence on the property of the concrete, and the like.

The invention provides a composite antifreezing agent and an antifreezing pumping agent. The composite antifreezing agent is a mixture prepared from a salt component and an organic solvent component, wherein the salt component is a mixture of calcium nitrate, calcium formate and sodium thiosulfate; the organic solvent component is alcohol. The invention further discloses the antifreezing pumping agent with the antifreezing agent. The composite antifreezing agent is a liquid antifreezing agent compounded from organic and inorganic early strength components and antifreezing components, and is good in antifreezing effect, and moreover the later strength of concrete constructed in winter can be effectively improved. The antifreezing pumping agent with the antifreezing agent is good in antifreezing effect, good in adaptability with cement, low in slump time loss of concrete and good in antifreezing effect, and the anti-pressure strength of the composite antifreezing agent is far greater than the standard requirements under the condition of the provided temperature of minus 10 DEG C. The composite antifreezing agent is applicable to concrete pumping construction in northern areas in winter, can be applicable to commercial premixed pumping concrete, and can be also applied to on-site mixed pumping concrete.

The invention discloses a preparation method of a slow-release microcapsule concrete admixture. The method comprises the following processes: stirring and dispersing a porous carrier into a concrete admixture solution; fully soaking, centrifuging and filtering, and drying to obtain the slow-release microcapsule concrete admixture. When the porous carrier is fully soaked in the concrete admixture solution, one part of concrete admixture molecules enter the pores of the porous carrier and the other part of concrete admixture molecules are adsorbed on the surface of the carrier particle; the two parts of concrete admixture molecules are reserved in the porous carrier after being filtered an dried, so as to form the slow-release microcapsule concrete admixture. In addition, the invention also discloses a slow-release microcapsule concrete admixture. The concrete admixture can keep the flowing property of the concrete mixture, so that the slump of the concrete mixture is not lost within 5 hours, concrete segregation and bleeding are reduced, and the compactness, the strength and the durability of the concrete are improved.

The invention provides an air entrained concrete and relates to a concrete. The air entrained concrete provided by the invention comprises cement, a fine aggregate, a coarse aggregate, an additive and water, wherein the additive accounts for 2-3 wt% of the cement. The air entrained concrete provided by the invention can be used in paving to improve performances such as strength and impermeability, so as to greatly improve the durability of the pavement, greatly reduce the cost of repair and maintenance, and ensure the traffic capacity and comfort of the road. The main technical parameters of the air entrained concrete are as follows: 1) design flexural strength of the air entrained concrete: >=5.0Mpa; 2) gas content of the air entrained concrete: 5.5 +/- 0.5%; 3) water-cement ratio (W / C) of the air-entrained concrete: <=0.40; 4) slump of the air entrained concrete mixture: 25-50mm; 5) flexural elastic modulus of the air entrained concrete: >=30000Mpa; and 6) antifreeze grade of the concrete: >=F300.

This invention relates to the field of concrete super-retarding reagents that are compatible with all kinds of concrete water reducers. The super-retarding reagent in this invention has a mass-fraction composition as follows: 6~35% ethylene polyamine alkyl phosphonic acid or its salt, 5~15% phosphonobutane tricarboxylic acid and 50~90% water. The super-retarding reagent is compatible with different kinds of water reducers and cement, and can greatly reduce the loss of concrete mixture slump. The super-retarding reagent performs extraordinary retarding activities, and concrete solidification time can be adjusted to 3~150 hours by modulating product composition and dosage according to actual engineering demand.

The invention discloses a high-water-retaining-property shield construction premixed synchronous grout material which comprises cement, coal ash, admixture, bentonite, fine sand, additives and water. The additives mainly comprise non-ionic cellulose ether, carbohydrate, polycarboxylic acid slump retaining agents, starch ether and magnetic hydrotalcite. The high-water-retaining-property shield construction premixed synchronous grout material has the advantages that the optimized admixture, the bentonite, the fine sand with the fineness modulus being 1.6 and the additives special for mortar are jointly used in the shield construction premixed synchronous grout material, the fluidity loss of the adjusted grout material is less than or equal to 30mm in 6 hours, bleeding rate is reduced to be lower than or equal to 3.0%, and sedimentation after a vibration test is less than or equal to 20mm; due to the fact that the magnetic hydrotalcite is added, the grout material can reduce construction noise during stirring and absorb heavy metal ions to prevent heavy metal in the mortar from causing secondary pollution on the basis that the original physical properties are kept.

The invention discloses a device for testing slump of a concrete mixture. The device comprises a lower electrical push rod mechanism, a middle electrical push rod mechanism, an upper electrical push rod mechanism, a slump cylinder and a spiral movement mechanism, wherein the lower electrical push rod mechanism comprises a lower base, the lower base is arranged on ground, and a lower electrical push rod is arranged on the lower base; the middle electrical push rod mechanism comprises a middle base, and a middle electrical push rod is arranged on the middle base; an extending rod of the middle electrical push rod is upwards connected with an upper base, and the slump cylinder is connected with the upper base; the upper electrical push rod is positioned just above the slump cylinder, and an extending rod of the upper electrical push rod is vertically and downwards connected with the spiral movement mechanism; the spiral movement mechanism is connected with a vertical vibration bar. The invention also discloses a use method of the device for testing the slump of the concrete mixture. The device has the advantage that the artificial vibration is not needed, so that the error due to theartificial vibration is avoided, and the stability and accuracy in testing are improved.

A slump cone comprises a slump cone body and a reinforcing steel bar grid. The slump cone body is a big-end-down tower-shaped cylinder 1.5 mm thick. Handles are arranged on the two sides of the outer wall of the cylinder. The reinforcing steel bar grid is fixed to the bottom of the slump cone body. Reinforcing steel bars are ribbed reinforcing steel bars or plain round bars with diameter of 12 mm and clear spacing of 41 mm or 59 mm. A method for testing the working performance of self-compacting concrete through the slump cone includes the steps of adding a stirred self-compacting concrete mixture into the slump cone body, rapidly and vertically lifting the slump cone body to the position about 300 mm high, observing the state of concrete after the concrete passes through the reinforcing steel bar grid, evaluating the mobility through the expansion degree SF, evaluating the gap passing performance through completely-out-of-cylinder time TF and ovality delta, and evaluating the segregation resistance through the visual stability index method VSI. The slump cone is simple in structure and convenient and rapid to use; through a single test, the mobility, gap passing performance and segregation resistance of the self-compacting concrete can be tested at the same time.