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Microbe-based three-dimensional self-healing concrete with deep and wide cracks and its preparation method

A microbial and self-healing technology, applied in the field of microbial self-healing concrete materials, can solve the problems of poor repairing effect, environmental pollution, poor repairing effect of deep cracks in concrete, etc. Effects of width and depth fixes

Active Publication Date: 2021-09-21
山西晟科微生物建材科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the urease-producing microorganisms used in this method produce a large amount of ammonia gas when producing mineralized deposits, causing pollution to the environment, and at the same time, the effect of repairing deep cracks inside the concrete is poor.
[0006] In summary, the proposed microbial mineralization self-repair method has excellent repair effect on concrete surface micro-cracks, but poor repair effect on crack depth direction.

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0046] A three-dimensional self-healing concrete with deep and wide cracks and a one-component self-healing system containing only a "sugar-coated" microbial self-healing agent, which is made of the following raw materials in parts by weight:

[0047] 30 parts of microbial self-healing agent, 23 parts of expanded perlite with a particle size of 120 mesh, 500 parts of cement, 1300 parts of gravel, 600 parts of sand, 50 parts of silica fume, 4 parts of polypropylene fiber, 6 parts of water reducing agent, and 350 parts of water.

[0048] The above-mentioned microbial self-healing agent adopts the following preparation process:

[0049] (1) Screening, activating and cultivating the microbial KJ01 strain with mineralization and deposition function.

[0050] (2) Preparation of culture medium for KJ01 strain: the content of each component per liter of the medium is 1L of distilled water, 5g of peptone, 3g of beef extract, and NaHCO 3 0.42g, Na 2 CO 3 0.53g. Adjust the pH value o...

Embodiment 2

[0064] A self-healing concrete of a binary self-healing system containing a "sugar-coated" self-healing agent and an oxygen slow-release agent, made of the following raw materials in parts by weight:

[0065] 80 parts of microbial self-healing agent, 30 parts of oxygen slow-release agent, 23 parts of expanded perlite with a particle size of 120 mesh, 400 parts of cement, 1100 parts of stone, 500 parts of sand, 40 parts of silica fume, 2 parts of polypropylene fiber, and water reducing agent 5 parts, 300 parts of water.

[0066] The above microbial self-healing agent adopts the same preparation process as in Example 1. The difference is: 500g of bacterial solution impregnated and adsorbed per gram of expanded perlite; the weight parts of the raw material of the "sugar-coated layer" slurry and the ratio of the expanded perlite loaded with bacteria are as follows: 320 parts of potassium magnesium phosphate cement, 35 parts of styrene-acrylic emulsion, water 450 parts, 200 parts ...

Embodiment 3

[0080] A microbial self-healing agent, an oxygen slow-release agent and a ternary self-healing system of expanded perlite loaded with nutrients are based on microbe-based crack depth and width three-dimensional self-healing concrete, which is made of the following raw materials in parts by weight: microbial self-healing agent 120 parts, 50 parts of oxygen slow release agent, 50 parts of expanded perlite loaded with nutrients, 23 parts of expanded perlite with a particle size of 120 mesh, 350 parts of cement, 1000 parts of stone, 400 parts of sand, 30 parts of silica fume, 2 polypropylene fibers Parts, 4 parts of water reducer, 250 parts of water.

[0081] The preparation process of the microbial self-healing agent and the oxygen slow-release agent is the same as in Example 2.

[0082] The preparation process of the above-mentioned nutrient-loaded expanded perlite is as follows:

[0083] (1) Dissolve calcium lactate into a calcium lactate solution with a mass fraction of 10%. ...

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Abstract

The invention discloses a three-dimensional self-repairing concrete with depth and width of cracks based on microorganisms and a preparation method thereof. Its components are 30-120 parts of microbial self-healing agent, 0-50 parts of expanded perlite loaded with bacteria, 0-50 parts of oxygen slow-release agent, 0-50 parts of expanded perlite loaded with nutrients, and expanded perlite with a particle size of 120 mesh 23 parts, 350~500 parts cement, 1000~1300 parts gravel, 400~600 parts sand, 30~50 parts silica fume, 2~4 parts polypropylene fiber, 4~6 parts water reducer, 250~350 parts water. The four-component repair system composed of microbial self-repair agent, oxygen slow-release agent, bacteria-loaded expanded perlite, and nutrient-loaded expanded perlite is combined with polypropylene fiber to form a three-dimensional self-repair concrete with deep and wide cracks. The invention can make up for the poor repairing effect of the current concrete crack self-repairing technology in the crack depth direction, improve the durability of the concrete, and at the same time, the concrete also has the functions of green, light weight and heat insulation.

Description

technical field [0001] The invention relates to the field of microbial self-repairing concrete materials, in particular to a three-dimensional self-repairing concrete with depth and width of cracks based on microorganisms and a preparation method thereof. Background technique [0002] Concrete is the most widely used and used building material in the field of civil engineering. However, concrete is affected by factors such as temperature changes, external loads or corrosion during construction and service, and it is difficult to avoid local damage such as micro-cracks inside or on the surface of concrete. The generation of concrete micro-cracks will further expand, resulting in a reduction in the durability and bearing capacity of the structure, and eventually the structural components will be damaged. [0003] To solve the problem of reduced durability of concrete structures caused by cracking of cement-based materials, compared with ordinary self-healing concrete, the con...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/02C04B20/12C04B111/72
CPCC04B20/12C04B28/02C04B2111/72C04B2103/0001C04B14/185C04B22/068C04B14/02C04B14/06C04B18/146C04B16/0633C04B2103/302C04B20/1077C04B20/1033C04B20/1081C04B20/1055C04B20/1074
Inventor 李珠
Owner 山西晟科微生物建材科技有限公司
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