High-strength ultra-high-toughness concrete and preparation method thereof

A technology for ultra-high toughness, concrete

Active Publication Date: 2016-09-21
上海同延建筑科技有限公司
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AI-Extracted Technical Summary

Problems solved by technology

[0006] The object of the present invention is to provide a high-strength and ultra-high-strength composite material with high compressive strength, high tensile strength, high ductility, good energy dissipation capacity and elastic modu...
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Method used

(3) mix fiber in batches, stir 10-12 minute...
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Abstract

The invention relates to high-strength ultra-high-toughness concrete and a preparation method thereof. The concrete is prepared from, by weight, 400-800 parts of cement, 100-250 parts of silica fume, 200-500 parts of slag powder, 200-500 parts of fly ash, 200-500 parts of quartz powder, 800-1,000 parts of quartz sand, 20-40 parts of a water reducing agent, 180-250 parts of water and 15-25 parts of polyethylene fibers. When the concrete is prepared, the cement, the silica fume, the slag powder, the fly ash, the quartz powder and the quartz sand are added into a stirrer by weight, and the dry powder is stirred for 2-3 min and fully mixed to be uniform; after stirring is finished, the mixed dry powder is transferred into a mold, vibrating is conducted for 1-2 min for molding, curing and demolding are conducted, and then the high-strength ultra-high-toughness concrete is prepared. Compared with the prior art, the concrete has the advantages that the compressive strength reaches 120-150 MPa, the breaking strength reaches 30-50 MPa, the tensile strength reaches 15-22 MPa, and the tensile elongation reaches 4%-8% and has the very good application prospect.

Technology Topic

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  • High-strength ultra-high-toughness concrete and preparation method thereof
  • High-strength ultra-high-toughness concrete and preparation method thereof
  • High-strength ultra-high-toughness concrete and preparation method thereof

Examples

  • Experimental program(6)

Example Embodiment

[0038] Example 1: (There are three products in this example, and their numbers are marked as 1-1,1-2,1-3)
[0039] The high-strength and ultra-high ductility concrete in this implementation includes P.O.52.5 ordinary Portland cement, ultra-fine slag powder, ultra-fine fly ash, silica fume, quartz powder, quartz sand, water reducing agent, tap water and polyethylene fiber. The components are shown in Table 1 below, and each part in the table is the content of parts by weight. In Table 1, the length of the polyethylene fiber is 12 mm and the aspect ratio is 400.
[0040] Table 1 Product components and parts by weight content
[0041] Label
[0042] The preparation process of the high-strength and ultra-high ductility concrete in this example is as follows:
[0043] (1) Add 600 parts of cement, 150 parts of silica fume, 200 parts of ultra-fine slag powder, 200 parts of ultra-fine fly ash, 200 parts of quartz powder, and 850 parts of quartz sand into the mixer, and mix the dry powder for 2-3 minutes, and mix well ;
[0044] (2) Add the mixed liquid of water reducing agent and water and stir for 5-6 minutes to make the dry powder into slurry;
[0045] (3) Mix the fibers in batches and stir for 10-12 minutes to ensure that the fibers are evenly dispersed;
[0046] (4) After the mixing is completed, put it into the mold and vibrate for 1-2 minutes to form;
[0047] (5) Carry out curing, curing in a water bath at a high temperature of 90℃ for 48 hours, and then demoulding the product.
[0048] Table 2 shows the mechanical performance test results of the prepared product.
[0049] Table 2 Test results of product mechanical performance test
[0050]

Example Embodiment

[0051] Example 2: (There are two products in this example, and their numbers are respectively marked as 2-1 and 2-2)
[0052] The high-strength and ultra-high ductility concrete of this embodiment includes P.O.52.5 ordinary Portland cement, slag powder, first-grade fly ash, silica fume, quartz powder, quartz sand, water reducing agent, tap water and polyethylene fiber. The components are shown in Table 3, each part in the table is the content of parts by weight. Among them, the length of polyethylene fiber in the product 2-1 in Table 3 is 9mm, the aspect ratio is 300, and the length of polyethylene fiber in the product 2-2 It is 12mm and the aspect ratio is 400.
[0053] Table 3 Product components and parts by weight content
[0054] Label
[0055] The preparation process of the high-strength and ultra-high ductility concrete in this example is as follows:
[0056] (1) Add 600 parts of cement, 150 parts of silica fume, 200 parts of slag powder, 200 parts of first-grade fly ash, 200 parts of quartz powder, and 850 parts of quartz sand to the mixer, and mix the dry powder for 2-3 minutes, and mix well;
[0057] (2) Add the mixed liquid of water reducing agent and water and stir for 5-6 minutes to make the dry powder into slurry;
[0058] (3) Mix the fibers in batches and stir for 10-12 minutes to ensure that the fibers are evenly dispersed;
[0059] (4) After the mixing is completed, put it into the mold and vibrate for 1-2 minutes to form;
[0060] (5) Carry out curing, curing in a water bath at a high temperature of 90℃ for 48 hours, and then demoulding the product.
[0061] Table 4 shows the mechanical performance test results of the prepared product.
[0062] Table 4 Test results of product mechanical performance test
[0063]

Example Embodiment

[0064] Example 3: (There are three products in this example, and their numbers are marked as 3-1, 3-2, 3-3)
[0065] The high-strength and ultra-high ductility concrete in this implementation includes P.O.52.5 ordinary Portland cement, ultra-fine slag powder, ultra-fine fly ash, silica fume, quartz powder, quartz sand, water reducing agent, tap water and polyethylene fiber. The components are shown in Table 5 below, and each part in the table is the content of parts by weight. In Table 5, the length of the polyethylene fiber is 12 mm and the aspect ratio is 400.
[0066] Table 5 Product components and parts by weight content
[0067] Label
[0068] The preparation process of the high-strength and ultra-high ductility concrete in this embodiment is as follows:
[0069] (1) Add 600 parts of cement, 150 parts of silica fume, 400 parts of superfine slag powder, 200 parts of superfine fly ash, and 850 parts of quartz sand to the mixer, and mix the dry powder for 2-3 minutes, and mix well;
[0070] (2) Add the mixed liquid of water reducing agent and water and stir for 5-6 minutes to make the dry powder into slurry;
[0071] (3) Mix the fibers in batches and stir for 10-12 minutes to ensure that the fibers are evenly dispersed;
[0072] (4) After the mixing is completed, put it into the mold and vibrate for 1-2 minutes to form;
[0073] (5) Carry out maintenance, and the maintenance conditions are divided into normal temperature standard maintenance for 28 days. Standard curing conditions at room temperature are 20°C and humidity 90%±5%.
[0074] Table 6 shows the mechanical performance test results of the prepared product.
[0075] Table 6 Test results of product mechanical performance test
[0076]
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PUM

PropertyMeasurementUnit
Length12.0mm
Length9.0mm
Compressive strength>= 52.5mPa
tensileMPa
Particle sizePa
strength10

Description & Claims & Application Information

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