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High-performance concrete with C80 strength grade, and preparation method of high-performance concrete

A high-performance concrete and strength grade technology, applied in the field of concrete, can solve the problems of concrete structure corrosion, bridge cracking, safety hazards, etc., and achieve the effect of promoting hydration, improving microstructure, and improving overall strength and comprehensive performance.

Active Publication Date: 2020-12-29
四川圳通混凝土有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] With the rapid development of engineering fields such as bridges and high-rise buildings in our country, the performance requirements for concrete strength and other aspects are getting higher and higher. Compared with high-rise construction projects, bridge projects are located outdoors, and bridge concrete is directly exposed to the open environment. , the environment is even worse. At the interface between the pier and the air, due to the change of the water level, it will be impacted by water for a long time, and the concrete structure will corrode more seriously after a long time. Therefore, it is urgent to develop a concrete with high strength, good impermeability and impact resistance.

Method used

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  • High-performance concrete with C80 strength grade, and preparation method of high-performance concrete
  • High-performance concrete with C80 strength grade, and preparation method of high-performance concrete
  • High-performance concrete with C80 strength grade, and preparation method of high-performance concrete

Examples

Experimental program
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Effect test

Embodiment 1

[0040] A high-performance concrete of C80 strength grade, including the following components by weight: water 140kg, Portland cement 374kg, sand 600kg, crushed stone 1164kg, silica fume 31kg, mineral admixture 115kg, poly Carboxylic acid superplasticizer 5kg, filler 12kg; filler includes the following raw materials: polyvinyl alcohol resin 3kg, water 4kg, defoamer 0.5kg, fumed silica 1.5kg, starch 0.8kg, zeolite Powder 1.2kg;

[0041] The Portland cement used is P·O52.5R grade Portland cement. The sand is medium-coarse machine-made sand with a well-graded limestone quality. The fineness modulus is 2.5-3.1, and the preferred fineness modulus is 2.8. Stone selection of 5-20mm continuous graded limestone crushed stone;

[0042] The mineral admixture used is composed of 50kg of fly ash and 65kg of granulated blast furnace slag powder. The fly ash used is high-quality Class I fly ash, and the loose bulk density of the fly ash is 800kg / m 3 , the water demand ratio is not more than...

Embodiment 10

[0057] The difference with Example 9 is that a preparation method of high-performance concrete of C80 strength grade comprises the following steps:

[0058] Step 1: preparing filler;

[0059] The preparation of packing comprises the following steps:

[0060] Step 1: Dissolve polyvinyl alcohol resin and defoamer in water at 30°C, stir slowly to make the polyvinyl alcohol resin fully swell, and heat up to 80°C at a heating rate of 2-3°C while stirring, so that the polyethylene Alcohol resin accelerates dissolving, heat preservation 2 hours, makes polyvinyl alcohol resin solution;

[0061] Step 2: Add starch and fumed silica to the polyvinyl alcohol resin solution in turn while stirring to obtain a suspension, and evaporate the suspension to dryness at a temperature of 85°C for 30 minutes to dry the water Afterwards, semi-finished products are produced;

[0062] Step 3: After uniformly mixing the semi-finished product and zeolite powder prepared in step 3, extruding and granul...

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Abstract

The invention relates to the field of concrete, and particularly discloses C80 strength grade high-performance concrete and a preparation method thereof. The C80 strength grade high-performance concrete comprises the following components by weight: 100-160 parts of water, 300-400 parts of Portland cement, 550-620 parts of sand, 950-1200 parts of broken stone, 25-35 parts of silicon powder, 90-120parts of a mineral admixture, 2-6 parts of a polycarboxylate superplasticizer, and 12-25 parts of a filler, wherein the filler is prepared from the following raw materials in parts by weight: 3-6 parts of polyvinyl alcohol resin, 4-7 parts of water, 0.5-1 part of a defoaming agent, 1.5-3 parts of fumed silica, 0.8-2 part of starch and 1.2-3 parts of zeolite powder. The preparation method comprisesthe following steps: 1, preparing a filler; and 2, uniformly mixing Portland cement, sand and gravel, and adding water, silicon powder, a mineral admixture, the filler and a polycarboxylate superplasticizer while stirring. The concrete prepared by the invention meets the index of the C80 strength grade, and is relatively strong in impermeability and carbonization resistance and excellent in impact resistance.

Description

technical field [0001] The application relates to the field of concrete, more specifically, it relates to a high-performance concrete of C80 strength grade and a preparation method thereof. Background technique [0002] Concrete is one of the most important civil engineering materials today. It is composed of cementitious materials, granular aggregates (also known as aggregates), water and, if necessary, admixtures and admixtures prepared in a certain proportion, uniformly stirred, densely formed, and cured and hardened. artificial stone. Concrete has the characteristics of abundant raw materials, low price and simple production process, so its consumption is increasing. [0003] With the rapid development of engineering fields such as bridges and high-rise buildings in our country, the performance requirements for concrete strength and other aspects are getting higher and higher. Compared with high-rise construction projects, bridge projects are located outdoors, and brid...

Claims

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Application Information

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IPC IPC(8): C04B28/04C04B18/14C04B14/06C04B14/04
CPCC04B14/047C04B14/06C04B18/141C04B18/146C04B20/023C04B28/04C04B2201/50C04B14/02C04B2103/302C04B24/2623C04B2103/50C04B24/38Y02W30/91
Inventor 曾卫君
Owner 四川圳通混凝土有限公司
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