Basalt and polypropylene hybrid fiber reinforced concrete and preparing method

A polypropylene fiber and basalt fiber technology, which is applied in the field of modified concrete, can solve the problems of durability and engineering cost limitations, small improvement in concrete performance, and difficulty in adapting to large-scale use, etc., and achieves low price, obvious anti-cracking effect, and thermal stability. Sexually superior effect

Inactive Publication Date: 2017-03-22
HARBIN ENG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The incorporation of fibers has significantly improved the toughness, failure mode, erosion resistance, wear resistance and other aspects of concrete, but there are great limitations in durability and project cost.
[0004] In the technical solution disclosed in the patent document with the publication number CN1686906A and the name "High Performance Hybrid Fiber Reinforced Concrete", the fibers used are carbon fibers and steel fibers, among which the use of carbon fibers to increase strength is not only expensive but also difficult to adapt to large-scale use in engineering , steel fiber not only has the fatal problem of easy corrosion, but also indirectly increases the cost of the project when it is used in a large amount, and it is difficult to promote it in large quantities; the patent document with the publication number CN102584137A and the name "A Preparation Method for Multi-component Low Elastic Modulus Hybrid Fiber Reinforced Recycled Concrete" In the disclosed technical solution, the main purpose is waste utilization, and the improvement of the performance of concrete itself is small. The low elastic modulus fiber used can only play a crack-resistant effect in the early stage of concrete hardening, and the contribution of strength is small, and the durability is limited. performance is not mentioned

Method used

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  • Basalt and polypropylene hybrid fiber reinforced concrete and preparing method
  • Basalt and polypropylene hybrid fiber reinforced concrete and preparing method
  • Basalt and polypropylene hybrid fiber reinforced concrete and preparing method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0042] Splitting tensile strength: The specific ingredients and components involved in this embodiment are: the design water-cement ratio is 0.32, the cement strength is 42.5, and a total of 7 groups of test pieces are made, of which 1 group does not add any fiber as a control group, and 6 groups Hybrid fiber concrete was used as the experimental group.

[0043] Base concrete mix ratio:

[0044]

[0045] The splitting tensile strength test uses ф150×300 prism specimens, and each group makes 3 specimens, a total of 7 groups. The test groups and test results are as follows:

[0046]

[0047] Note: BF stands for basalt fiber, PP stands for polypropylene fiber, 0 stands for fiber volume content of 0%, 10, 15, 20, 30, 45 stands for fiber volume content of 0.1%, 0.15%, 0.2%, 0.3% and 0.45%, the same below.

[0048] From the test data in the table, it can be seen that (1) compared with plain concrete, the splitting tensile strength of concrete with added fibers has been impro...

Embodiment 2

[0050]Flexural strength: The specific ingredients and components involved in this example are: the design water-cement ratio is 0.32, and the cement strength is 42.5. A total of 7 groups of test pieces are produced, of which 1 group does not add any fiber as the control group, and 6 groups of mixed fiber Concrete was used as the test group.

[0051] The matrix concrete mix ratio is the same as in Example 1.

[0052] The flexural strength test uses 100mm×100mm×400mm prism specimens, and each group makes 3 specimens, a total of 7 groups. The test groups and test results are as follows:

[0053]

[0054]

[0055] From the analysis of the above results, it can be seen that the flexural strength of basalt-polypropylene hybrid fiber concrete is higher than that of matrix concrete, and the maximum can be increased by 16.67%. The concrete shows good toughness.

Embodiment 3

[0057] Antifreeze performance: The specific ingredients and components involved in this example are: the design water-cement ratio is 0.32, the cement strength is 42.5, and a total of 7 groups of test pieces are produced, of which 1 group does not add any fiber as the control group, and 6 groups mix fiber Concrete was used as the test group.

[0058] The matrix concrete mix ratio is the same as in Example 1.

[0059] The frost resistance performance test uses 100mm×100mm×400mm prism specimens for rapid freeze-thaw cycles, and each group makes 3 specimens for a total of 7 groups. The test groups and test results are as follows:

[0060]

[0061] From the analysis of the above results, it can be seen that after 400 freeze-thaw cycles, the relative dynamic elastic modulus of ordinary concrete loses 20.78%, while the loss of basalt-polypropylene hybrid fiber concrete is within 5%; after 600 freeze-thaw cycles, ordinary concrete has The loss of the largest group of basalt-polyp...

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Abstract

The invention provides basalt and polypropylene hybrid fiber reinforced concrete and a preparing method. Basalt fibers accounting for 0.1-0.5 part of the weight of a concrete matrix and polypropylene fibers accounting for 0.01-0.08 part of the weight of the concrete matrix are doped into the concrete matrix. (1) at the normal temperature, sand and stone are put into a blender to be blended for 60 s; (2) cement is put into the blender to be blended for 60 s; (3) water is added into the blender to be blended for 90 s to 120 s, and a concrete matrix is obtained; and (4) two kinds of fibers including the basalt fibers and the polypropylene fibers are mixed, and are scattered into the concrete matrix obtained in the step (3) to be blended for 120 s after the two kinds of fibers are highly scattered, and then the basalt and polypropylene hybrid fiber reinforced concrete is obtained. Compared with traditional concrete, the basalt and polypropylene hybrid fiber reinforced concrete can better adapt to complex environments such as high temperature, high heat, corrosion and the like, can be widely applied to roads, bridges, buildings, undergrounds and oceanographic engineering, and the concrete application scope is greatly expanded.

Description

technical field [0001] The invention relates to a modified concrete, and also relates to a preparation method of the modified concrete. Specifically, it is a fiber-modified concrete and a preparation method thereof. Background technique [0002] Concrete has the advantages of strong plasticity, good integrity, good fire resistance, low price, and low energy consumption. Sand, stone and other constituent materials are easy to obtain locally, and industrial waste such as slag and fly ash can be used as mineral additives to replace part of cement. Conducive to protecting the ecological environment. However, concrete is a quasi-brittle material with very low tensile strength, and its composition also determines its own shortcomings such as heavy weight and poor ductility. Moreover, with the passage of time, material aging and structural performance deterioration occur inside the concrete structure. This irreversible process will lead to a decrease in the structural bearing cap...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B111/20C04B111/23
CPCC04B28/04C04B2111/20C04B2111/23C04B2111/343C04B2111/76C04B2201/50C04B16/0633C04B14/46C04B14/06C04B14/02
Inventor 郭轶宏曹磊毛继泽王子拓金建东张凯翔
Owner HARBIN ENG UNIV
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