Micro-expansion fiber reinforced concrete and preparation method thereof

A technology of fiber toughening and concrete, which is applied in the field of micro-expansion fiber toughening concrete and its preparation for the wet joints of steel-concrete composite beam bridge decks, and can solve the problems of reducing the durability of concrete structures, increasing the shrinkage of concrete itself, and shrinking High rate and other problems, to achieve low cost, low shrinkage, good bending toughness and durability

Active Publication Date: 2015-05-06
THE 2ND ENG CO LTD MBEC +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, engineering practice has proved that the addition of mineral admixtures will increase the self-shrinkage of concrete, which is prone to cracks, thereby reducing the durability of concrete structures; at the same time, adding steel fibers, polymer fibers and toughening materials to concrete Although it can improve the toughness and fatigue performance of concrete, the shrinkage rate of concrete is relatively large

Method used

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  • Micro-expansion fiber reinforced concrete and preparation method thereof
  • Micro-expansion fiber reinforced concrete and preparation method thereof

Examples

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preparation example Construction

[0034] The preparation method for the above-mentioned micro-expansion fiber toughened concrete in the embodiment of the present invention comprises the following steps:

[0035] S1: Add the cementitious material and aggregates to the mixer, stir evenly for 30 seconds, and go to step S2;

[0036] S2: Sprinkle the imitation steel fiber into the mixer, mix the cementitious material, the aggregate and the imitation steel fiber together for 30 seconds, and go to step S3;

[0037]S3: Combine the water reducer and water to form a mixed liquid; add the mixed liquid and liquid toughening material to the mixer in turn, and stir the cementitious material, aggregate, imitation steel fiber, mixed liquid and toughening material together for 3 minutes to obtain a slump Concrete mixture with a thickness of 180-220mm.

Embodiment 1

[0039] The mass ratio of each component in Examples 1 to 8 is shown in Table 1, wherein Example 1 is a comparative example without adding imitation steel fibers, toughening materials, and expansion agents; Example 2 is a comparison without adding expansion agents. Comparative examples, Examples 3-8 are micro-expansion fiber-toughened concrete used in wet joints of steel-concrete composite girder bridge decks in the present invention. In Examples 3 to 8, Example 5 is the theoretical mixing ratio of micro-expansion fiber toughened concrete applied to the wet joints and shear nail grooves of solid steel-concrete composite girder decks in cross-sea bridge engineering, and it is predicted that it can meet the requirements of 120 years. Design service life, Examples 1-4, 6-8 are test examples for research.

[0040] Table 1 Component mass ratio table of Examples 1-8

[0041]

[0042] The mass ratio of cement, fly ash, slag powder and expansion agent in the cementitious material i...

Embodiment 2

[0059] Example 2 Compared with Examples 3-8, the test data of 28d compressive strength, 28d flexural strength, 28d splitting tensile strength, 28d elastic modulus, and 56d chloride ion diffusion coefficient are almost the same, but the crack resistance grade, 28d The flexural toughness index and 21d shrinkage rate are lower than those of Examples 3-8, and the 21d shrinkage rate of Example 2 does not meet the 21d shrinkage rate of wet joint concrete of bridge engineering entity bridge deck -6 Require. Therefore, the micro-expansion fiber toughened concrete in Examples 3-8 has good fatigue resistance, high flexural tensile strength, good crack resistance and flexural toughness, and very small shrinkage.

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Abstract

The invention discloses micro-expansion fiber reinforced concrete for a steel-concrete combined beam bridge panel wet joint and a preparation method of the micro-expansion fiber reinforced concrete, and relates to the preparation field of the micro-expansion fiber reinforced concrete. The micro-expansion fiber reinforced concrete comprises gel materials (cement, coal ash, slag powder and an expanding agent), aggregate, reinforcing materials, imitated steel fibers, a water reducer and water, wherein the 28 compressive strength of the micro-expansion fiber reinforced concrete is not lower than 69.0MPa, the 28d breaking strength of the micro-expansion fiber reinforced concrete is not lower than 7.0 MPa, the 28d splitting tensile strength of the micro-expansion fiber reinforced concrete is not lower than 5.0 MPa, the 28d elasticity modulus of the micro-expansion fiber reinforced concrete is not lower than 36.0 GPa, the cracking resistance level of the micro-expansion fiber reinforced concrete reaches L-IV level, the 28d bending toughness index I20 of the micro-expansion fiber reinforced concrete is not lower than 8, the 56d chlorine ion diffusion coefficient of the micro-expansion fiber reinforced concrete is lower than 4.0*10<-12>m<2>/s, the 21d shrinkage percentage of the micro-expansion fiber reinforced concrete is lower than 200*10<-6>. By using the preparation method, the shrinkage cracking of the micro-expansion fiber reinforced concrete can be effectively avoided, so that the reinforced concrete is relatively compact. The micro-expansion fiber reinforced concrete disclosed by the invention is relatively high in strength, relatively low in shrinkage percentage, good in bending toughness and durability, relatively low in cost and conveniently to widely use.

Description

technical field [0001] The invention relates to the field of preparation of micro-expansion fiber toughened concrete for wet joints, in particular to micro-expansion fiber toughened concrete for wet joints of steel-concrete composite girder decks and a preparation method thereof. Background technique [0002] In modern bridge construction, steel-concrete composite beams have a small building height, large spanning capacity, and good navigability; big advantage. [0003] The use environment of steel-concrete composite beams can be divided into the general natural environment and the marine environment. Compared with the general natural environment, the steel-concrete composite beams in the marine environment are not only subjected to repeated traffic loads, but also subject to tides, typhoons, etc. , temperature difference changes, dry-wet cycle, salt spray erosion and other effects, the working environment of steel-concrete composite beams is extremely harsh. The wet joint...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/00C04B16/06C04B24/28
Inventor 徐振山文成海潘军田永强张福利孟文专陈汉初李纲张云富张耀军杨进辉章尤柱
Owner THE 2ND ENG CO LTD MBEC
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