Movatterモバイル変換


[0]ホーム

URL:


CN120040132A - Photosensitive concrete and preparation method thereof - Google Patents

Photosensitive concrete and preparation method thereof
Download PDF

Info

Publication number
CN120040132A
CN120040132ACN202510239257.0ACN202510239257ACN120040132ACN 120040132 ACN120040132 ACN 120040132ACN 202510239257 ACN202510239257 ACN 202510239257ACN 120040132 ACN120040132 ACN 120040132A
Authority
CN
China
Prior art keywords
photosensitive
concrete
parts
stirring
curing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202510239257.0A
Other languages
Chinese (zh)
Inventor
伏姣龙
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Donghe Recycling Technology Co ltd
Original Assignee
Jiangsu Donghe Recycling Technology Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jiangsu Donghe Recycling Technology Co ltdfiledCriticalJiangsu Donghe Recycling Technology Co ltd
Priority to CN202510239257.0ApriorityCriticalpatent/CN120040132A/en
Publication of CN120040132ApublicationCriticalpatent/CN120040132A/en
Pendinglegal-statusCriticalCurrent

Links

Classifications

Landscapes

Abstract

Translated fromChinese

本发明涉及混凝土制备领域,具体涉及一种光敏混凝土及其制备方法。本发明提供的一种光敏混凝土的原料包括以下组分及各组分的重量份:水泥50~70份;细骨料10~15份;粗骨料5~8份;光敏材料3~5份;减水剂1~2份;膨胀剂1~3份;分散剂0.5~1份;稳定剂0.3~0.5份。在原料中添加光敏材料,可以使得混凝土具备一定的光敏性达到净化空气和提高抗腐蚀能力。本发明还提供了此光敏混凝土的制备方法,包括S1光敏功能剂溶液制备、S2光敏混凝土制备和S3成型养护三步,此方法通过优化光敏材料的掺入方式和混凝土的组成,有效解决了光敏材料掺入量不均匀,混凝土孔隙率高容易吸水的缺点,提高了混凝土抗腐蚀性能和光催化效率,还可用于制备新型墙体材料或轻质建筑材料。The present invention relates to the field of concrete preparation, and in particular to a photosensitive concrete and a preparation method thereof. The raw materials of a photosensitive concrete provided by the present invention include the following components and the weight portions of each component: 50-70 parts of cement; 10-15 parts of fine aggregate; 5-8 parts of coarse aggregate; 3-5 parts of photosensitive material; 1-2 parts of water reducer; 1-3 parts of expansion agent; 0.5-1 part of dispersant; 0.3-0.5 parts of stabilizer. Adding photosensitive material to the raw materials can make the concrete have a certain photosensitivity to purify the air and improve the corrosion resistance. The present invention also provides a preparation method of the photosensitive concrete, including three steps of S1 photosensitive functional agent solution preparation, S2 photosensitive concrete preparation and S3 molding and curing. This method effectively solves the shortcomings of uneven photosensitive material incorporation and high concrete porosity and easy water absorption by optimizing the incorporation mode of photosensitive material and the composition of concrete, improves the corrosion resistance and photocatalytic efficiency of concrete, and can also be used to prepare new wall materials or lightweight building materials.

Description

Photosensitive concrete and preparation method thereof
Technical Field
The invention relates to the field of concrete preparation, in particular to photosensitive concrete and a preparation method thereof.
Background
Concrete, which is an indispensable basic material in the construction industry, is widely used in the global field by virtue of its good durability, plasticity and economy. However, conventional concrete materials are susceptible to environmental attack, such as infiltration of contaminants in the air, moisture attack, etc., during long-term use, resulting in reduced air quality inside the building and even affecting the health of the occupants. In addition, as the urban process is accelerated, the building tightness is enhanced, and harmful gases (such as formaldehyde, benzene and the like) released by indoor decoration materials are difficult to effectively exhaust, so that the problem of air environment in the building is further aggravated.
The photocatalysis technology is taken as a technological means at the front, the photocatalysis reaction is driven by light energy skillfully, no additional chemical energy input is needed, and the photocatalysis technology has the unique advantages of high efficiency and environmental protection. The technology not only can promote the rate of chemical reaction, but also can reduce the generation of harmful substances in the reaction process, and is environment-friendly and sustainable. In recent years, with the improvement of people's consciousness about quality of life and environmental protection, the photocatalysis technology has been widely focused and applied in various fields such as air purification, water treatment and self-cleaning, and the effect is remarkable. However, despite the great potential of photocatalytic technology, its traditional application form is a powdery photocatalytic material, and large-scale application in practical engineering faces many challenges. The powder materials are difficult to uniformly distribute and easy to run off, and can cause environmental pollution in the construction and maintenance processes, thereby limiting the application range. Therefore, the exploration of novel carrier materials to realize stable and efficient application of the photocatalysis technology is an important direction of current research.
The combination of the photocatalysis technology and the concrete material provides a new idea for solving the problems. By scientifically and reasonably mixing the photosensitive material into the concrete, the concrete with photocatalytic activity can be prepared. The novel concrete can decompose harmful substances in the air, such as formaldehyde, benzene and the like, effectively purify indoor air and improve the micro environment of a building under the illumination condition, and can also be used for preparing novel wall materials or light building materials. Thus, photosensitive concrete is very promising.
Disclosure of Invention
Aiming at the prior art problems, the photosensitive concrete and the preparation method thereof have the advantages that the photosensitive concrete prepared by the method has better compressive strength, freezing resistance, corrosion resistance and lower carbonization depth, and simultaneously has the capability of purifying air and absorbing organic matters such as toluene in the air.
The invention discloses photosensitive concrete which comprises the following components in parts by weight:
50-70 parts of cement, 10-15 parts of fine aggregate, 5-8 parts of coarse aggregate, 3-5 parts of photosensitive material, 1-2 parts of water reducer, 1-3 parts of expanding agent, 0.5-1 part of dispersing agent and 0.3-0.5 part of stabilizer;
wherein the photosensitive material is sodium peroxide and polyacid-based inorganic photosensitizer.
Preferably, the ratio of the polyacid-based inorganic photosensitizer to the sodium peroxide is 1 (3-5) in parts by weight.
Preferably, the polyacid-based inorganic photosensitizer is a Keggin-type polyacid, a Dawson-type polyacid or an Anderson-type polyacid.
The invention also discloses a preparation method of the photosensitive concrete, which comprises the following preparation steps:
S1, preparing a photosensitive functional agent solution, namely adding sodium peroxide into a reactor, adding deionized water, stirring and mixing, adding a multi-acid-base inorganic photosensitive agent, stirring and mixing uniformly after the sodium peroxide is completely dissolved, continuously stirring for 30-60 min, adding a dispersing agent, continuously stirring for 10-15 min, obtaining a mixed solution after stirring, transferring the mixed solution into an ultrasonic mixer, starting ultrasonic treatment after adding a stabilizing agent, and obtaining the photosensitive functional agent solution after ultrasonic treatment is finished;
S2, preparing photosensitive concrete, namely cleaning and airing fine aggregate and coarse aggregate, sequentially adding cement, the fine aggregate and the coarse aggregate into a mixing stirrer, slowly adding the photosensitive functional agent solution prepared in the S1 into the mixing stirrer after the cement, the fine aggregate and the coarse aggregate are completely mixed by low-speed stirring, uniformly mixing the photosensitive functional agent solution by increasing the rotating speed of the mixing stirrer after the photosensitive functional agent solution is added, adding a water reducing agent and an expanding agent, continuously stirring at the original speed, and finally forming photosensitive concrete slurry;
And S3, molding and curing, namely pouring the photosensitive concrete slurry obtained in the step S2 into a mold, compacting by vibration to prevent bubbles, controlling the ambient temperature and humidity to perform initial curing, demolding after the initial curing time is finished, performing secondary curing after demolding, and obtaining the photosensitive concrete after the secondary curing.
Preferably, in the step of preparing the solution of the photosensitive functional agent S1, the mass ratio of the sodium peroxide to the deionized water is 1 (15-25).
Preferably, in the step of preparing the solution of the photosensitive functional agent S1, the stirring speed of the reactor is 800-1200 rpm, the ultrasonic frequency of the ultrasonic mixer is 20-50 kHz, and the ultrasonic treatment time is 20-40 min.
Preferably, in the step of S2 photosensitive concrete preparation, the speed of low-speed stirring in the mixing stirrer is 200-400 rpm, the stirring time is 5-10 min, and the rotating speed of the mixing stirrer is increased to 600-1000 rpm after the photosensitive functional solution is added.
Preferably, in the S3 molding curing step, the ambient temperature is 40-50 ℃ during initial curing, the ambient humidity is 80-90%, and the initial curing time is 20-25 h.
Preferably, in the step of S3 molding and curing, the environmental temperature is 20-30 ℃ during secondary curing, the environmental humidity is 60-70%, and the time of secondary curing is 25-30 d.
Compared with the prior art, the invention has the beneficial effects that:
The invention provides a photosensitive concrete, which is prepared from cement, fine aggregate, coarse aggregate, photosensitive material, water reducer, expanding agent, dispersing agent and stabilizing agent, wherein the photosensitive material is added to ensure that the concrete has certain photosensitivity, and under the condition of illumination, the photosensitive material undergoes photocatalytic reaction to decompose harmful substances in the air, so that the indoor air is effectively purified, and the micro environment of a building is improved. Through photocatalysis, the corrosion of the surface of the concrete caused by environmental pollutants (such as acid rainwater, chloride and the like) can be reduced, so that the corrosion resistance of the concrete is improved, the long-term durability of the concrete is improved, and the concrete can be used for preparing novel wall materials or light building materials.
The invention also provides a preparation method of the photosensitive concrete, when the photosensitive functional agent solution is prepared, after the stabilizer is added, the photosensitive material in the photosensitive functional agent solution is uniformly dispersed by utilizing an ultrasonic mixer, and after the base materials are uniformly mixed, the photosensitive functional agent solution, the water reducer and the expanding agent are added. By optimizing the doping mode of the photosensitive material and the composition of the concrete, the defects of uneven doping amount of the photosensitive material, high porosity of the concrete and easy water absorption are effectively overcome, and the corrosion resistance and the photocatalysis efficiency of the concrete are improved.
Detailed Description
The following examples are provided for a better understanding of the present invention and are not limited to the preferred embodiments described herein, but are not intended to limit the scope of the invention, any product which is the same or similar to the present invention, whether in light of the present teachings or in combination with other prior art features, falls within the scope of the present invention.
The specific experimental procedures or conditions are not noted in the examples and may be followed by the operations or conditions of conventional experimental procedures described in the literature in this field. The reagents or apparatus used were conventional reagent products commercially available without the manufacturer's knowledge.
Example 1A photosensitive concrete, which comprises the following components in parts by weight:
50 parts of cement, 10 parts of fine aggregate, 5 parts of coarse aggregate, 3 parts of photosensitive material, 1 part of water reducer, 1 part of expanding agent, 0.5 part of dispersing agent and 0.3 part of stabilizer. The photosensitive material is sodium peroxide and Keggin type polyacid, and the weight ratio of the sodium peroxide to the Keggin type polyacid is 3:1.
The preparation method of the photosensitive concrete comprises the following preparation steps:
The preparation method of the photosensitive functional agent solution comprises the steps of adding sodium peroxide into a reactor, adding deionized water, stirring and mixing, wherein the mass ratio of the sodium peroxide to the deionized water is 1:15, the stirring speed of the reactor is 800rpm, adding Keggin type polyacid, stirring and mixing uniformly after the sodium peroxide is completely dissolved, continuously stirring for 30min, adding a dispersing agent, continuously stirring for 10min, obtaining a mixed solution after stirring is finished, transferring the mixed solution into an ultrasonic mixer, setting the ultrasonic frequency of the ultrasonic mixer to be 20kHz, starting ultrasonic treatment after adding a stabilizing agent, and obtaining the photosensitive functional agent solution after the ultrasonic treatment is finished, wherein the mass ratio of the sodium peroxide to the deionized water is 1:15;
S2, preparing photosensitive concrete, namely cleaning and airing fine aggregate and coarse aggregate, sequentially adding cement, the fine aggregate and the coarse aggregate into a mixing stirrer, setting the rotating speed of the mixing stirrer to be 200rpm, stirring at a low speed for 5min to completely mix, slowly adding the photosensitive functional agent solution prepared in the S1 into the mixing stirrer, improving the rotating speed of the mixing stirrer to 600rpm after the addition is completed, uniformly mixing materials in the mixing stirrer, adding a water reducing agent and an expanding agent, and continuously stirring at an original speed for 2h to finally form photosensitive concrete slurry;
And S3, molding and curing, namely pouring the photosensitive concrete slurry obtained in the step S2 into a mold, compacting by vibration to prevent bubbles, controlling the environment temperature to be 40 ℃, controlling the environment humidity to be 80%, performing initial curing, demolding after the initial curing is finished, performing secondary curing after demolding, controlling the secondary curing temperature to be 20 ℃, controlling the secondary curing humidity to be 60%, controlling the secondary curing time to be 20d, and obtaining the photosensitive concrete after the secondary curing.
Example 2A photosensitive concrete, which consists of the following components in parts by weight:
55 parts of cement, 11 parts of fine aggregate, 5.5 parts of coarse aggregate, 3.5 parts of photosensitive material, 1.2 parts of water reducer, 1.5 parts of expanding agent, 0.6 part of dispersing agent and 0.35 part of stabilizer. The photosensitive material is sodium peroxide and Keggin type polyacid, and the weight ratio of the sodium peroxide to the Keggin type polyacid is 3.5:1.
The preparation method of the photosensitive concrete comprises the following preparation steps:
the preparation method of the photosensitive functional agent solution comprises the steps of adding sodium peroxide into a reactor, adding deionized water, stirring and mixing, wherein the mass ratio of the sodium peroxide to the deionized water is 1:17, the stirring speed of the reactor is 850rpm, adding Keggin type polyacid, stirring and mixing uniformly after the sodium peroxide is completely dissolved, continuously stirring for 40min, adding a dispersing agent, continuously stirring for 11min, obtaining a mixed solution after stirring, transferring the mixed solution into an ultrasonic mixer, setting the ultrasonic frequency of the ultrasonic mixer to be 25kHz, starting ultrasonic treatment after adding a stabilizing agent, and obtaining the photosensitive functional agent solution after the ultrasonic treatment is finished;
S2, preparing photosensitive concrete, namely cleaning and airing fine aggregate and coarse aggregate, sequentially adding cement, the fine aggregate and the coarse aggregate into a mixing stirrer, setting the rotating speed of the mixing stirrer to be 250rpm, stirring at a low speed for 5min to completely mix, slowly adding the photosensitive functional agent solution prepared in the S1 into the mixing stirrer, improving the rotating speed of the mixing stirrer to 700rpm after the addition is completed, uniformly mixing materials in the mixing stirrer, adding a water reducing agent and an expanding agent, and continuously stirring at an original speed for 2.2h to finally form photosensitive concrete slurry;
And S3, molding and curing, namely pouring the photosensitive concrete slurry obtained in the step S2 into a mold, compacting by vibration to prevent bubbles, controlling the ambient temperature to be 42 ℃, controlling the ambient humidity to be 80%, performing initial curing, demolding after the initial curing is finished, performing secondary curing after demolding, controlling the secondary curing temperature to be 22 ℃, controlling the secondary curing humidity to be 60%, controlling the secondary curing time to be 22d, and obtaining the photosensitive concrete after the secondary curing.
Example 3A photosensitive concrete, which consists of the following components in parts by weight:
60 parts of cement, 12 parts of fine aggregate, 6 parts of coarse aggregate, 4 parts of photosensitive material, 1.4 parts of water reducer, 2 parts of expanding agent, 0.7 part of dispersing agent and 0.4 part of stabilizer. The photosensitive material is sodium peroxide and Keggin type polyacid, and the weight ratio of the sodium peroxide to the Keggin type polyacid is 4:1.
The preparation method of the photosensitive concrete comprises the following preparation steps:
the preparation method of the photosensitive functional agent solution comprises the steps of adding sodium peroxide into a reactor, adding deionized water, stirring and mixing, wherein the mass ratio of the sodium peroxide to the deionized water is 1:20, the stirring speed of the reactor is 900rpm, adding Keggin type polyacid, stirring and mixing uniformly after the sodium peroxide is completely dissolved, continuously stirring for 50min, adding a dispersing agent, continuously stirring for 12min, obtaining a mixed solution after stirring is finished, transferring the mixed solution into an ultrasonic mixer, setting the ultrasonic frequency of the ultrasonic mixer to be 30kHz, starting ultrasonic treatment after adding a stabilizing agent, and obtaining the photosensitive functional agent solution after ultrasonic treatment is finished, wherein the stirring speed of the reactor is 900rpm;
S2, preparing photosensitive concrete, namely cleaning and airing fine aggregate and coarse aggregate, sequentially adding cement, the fine aggregate and the coarse aggregate into a mixing stirrer, setting the rotating speed of the mixing stirrer to be 300rpm, stirring at a low speed for 7min to completely mix, slowly adding the photosensitive functional agent solution prepared in the S1 into the mixing stirrer, improving the rotating speed of the mixing stirrer to 800rpm after the addition is completed, uniformly mixing materials in the mixing stirrer, adding a water reducing agent and an expanding agent, and continuously stirring at an original speed for 2.5h to finally form photosensitive concrete slurry;
And S3, molding and curing, namely pouring the photosensitive concrete slurry obtained in the step S2 into a mold, compacting by vibration to prevent bubbles, controlling the ambient temperature to be 45 ℃, controlling the ambient humidity to be 85%, performing initial curing, demolding after the initial curing is finished, performing secondary curing after demolding, controlling the secondary curing temperature to be 25 ℃, controlling the secondary curing humidity to be 65%, controlling the secondary curing time to be 25d, and obtaining the photosensitive concrete after the secondary curing.
Example 4A photosensitive concrete, which consists of the following components in parts by weight:
65 parts of cement, 14 parts of fine aggregate, 7 parts of coarse aggregate, 4.5 parts of photosensitive material, 1.7 parts of water reducer, 2.5 parts of expanding agent, 0.85 part of dispersing agent and 0.45 part of stabilizer. The photosensitive material is sodium peroxide and Keggin type polyacid, and the weight ratio of the sodium peroxide to the Keggin type polyacid is 4.5:1.
The preparation method of the photosensitive concrete comprises the following preparation steps:
The preparation method of the photosensitive functional agent solution comprises the steps of adding sodium peroxide into a reactor, adding deionized water, stirring and mixing, wherein the mass ratio of the sodium peroxide to the deionized water is 1:23, the stirring speed of the reactor is 950rpm, adding Keggin type polyacid, stirring and mixing uniformly after the sodium peroxide is completely dissolved, continuously stirring for 55min, adding a dispersing agent, continuously stirring for 13min, obtaining a mixed solution after stirring is finished, transferring the mixed solution into an ultrasonic mixer, setting the ultrasonic frequency of the ultrasonic mixer to be 40kHz, starting ultrasonic treatment after adding a stabilizing agent, and the ultrasonic treatment time to be 35min, and obtaining the photosensitive functional agent solution after the ultrasonic treatment is finished;
s2, preparing photosensitive concrete, namely cleaning and airing fine aggregate and coarse aggregate, sequentially adding cement, the fine aggregate and the coarse aggregate into a mixing stirrer, setting the rotating speed of the mixing stirrer to be 350rpm, stirring at a low speed for 8min, slowly adding the photosensitive functional agent solution prepared in the S1 into the mixing stirrer, improving the rotating speed of the mixing stirrer to 900rpm after the addition is finished, uniformly mixing materials in the mixing stirrer, adding a water reducing agent and an expanding agent, and continuously stirring at an original speed for 2.5h to finally form photosensitive concrete slurry;
And S3, molding and curing, namely pouring the photosensitive concrete slurry obtained in the step S2 into a mold, compacting by vibration to prevent bubble generation, controlling the ambient temperature to be 47 ℃, controlling the ambient humidity to be 85%, performing initial curing, demolding after the initial curing is finished, performing secondary curing after demolding, controlling the secondary curing temperature to be 27 ℃, controlling the secondary curing humidity to be 65%, controlling the secondary curing time to be 27d, and obtaining the photosensitive concrete after the secondary curing.
Example 5A photosensitive concrete, which consists of the following components in parts by weight:
70 parts of cement, 15 parts of fine aggregate, 8 parts of coarse aggregate, 5 parts of photosensitive material, 2 parts of water reducer, 3 parts of expanding agent, 1 part of dispersing agent and 0.5 part of stabilizer. The photosensitive material is sodium peroxide and Keggin type polyacid, and the weight ratio of the sodium peroxide to the Keggin type polyacid is 5:1.
The preparation method of the photosensitive concrete comprises the following preparation steps:
The preparation method of the photosensitive functional agent solution comprises the steps of adding sodium peroxide into a reactor, adding deionized water, stirring and mixing, wherein the mass ratio of the sodium peroxide to the deionized water is 1:25, the stirring speed of the reactor is 1000rpm, adding Keggin type polyacid, stirring and mixing uniformly after the sodium peroxide is completely dissolved, continuously stirring for 60min, adding a dispersing agent, continuously stirring for 15min, obtaining a mixed solution after stirring is finished, transferring the mixed solution into an ultrasonic mixer, setting the ultrasonic frequency of the ultrasonic mixer to be 50kHz, starting ultrasonic treatment after adding a stabilizing agent, and obtaining the photosensitive functional agent solution after ultrasonic treatment is finished, wherein the stirring speed of the reactor is 1000rpm;
S2, preparing photosensitive concrete, namely cleaning and airing fine aggregate and coarse aggregate, sequentially adding cement, the fine aggregate and the coarse aggregate into a mixing stirrer, setting the rotating speed of the mixing stirrer to be 400rpm, stirring at a low speed for 10min, slowly adding the photosensitive functional agent solution prepared in the S1 into the mixing stirrer, improving the rotating speed of the mixing stirrer to 1000rpm after the addition is finished, uniformly mixing materials in the mixing stirrer, adding a water reducing agent and an expanding agent, and continuously stirring at an original speed for 3h to finally form photosensitive concrete slurry;
And S3, molding and curing, namely pouring the photosensitive concrete slurry obtained in the step S2 into a mold, compacting by vibration to prevent bubble generation, controlling the environment temperature to be 50 ℃, controlling the environment humidity to be 90%, performing initial curing, demolding after the initial curing is finished, performing secondary curing after demolding, controlling the secondary curing temperature to be 30 ℃, controlling the secondary curing humidity to be 70%, controlling the secondary curing time to be 30d, and obtaining the photosensitive concrete after the secondary curing.
Example 6 Keggin type polyacid in the raw materials is changed into Dawson type polyacid, the rest raw materials are the same as example 3, and the preparation method and parameters are the same as example 3.
Example 7 Keggin type polyacid in the raw materials is changed into Anderson type polyacid, the rest raw materials are the same as example 3, and the preparation method and parameters are the same as example 3.
Example 8A photosensitive concrete, which comprises the following components in parts by weight:
60 parts of cement, 12 parts of fine aggregate, 6 parts of coarse aggregate, 4 parts of photosensitive material, 1.4 parts of water reducer, 2 parts of expanding agent, 0.7 part of dispersing agent and 0.4 part of stabilizer. The photosensitive material is sodium peroxide and Keggin type polyacid, and the weight ratio of the sodium peroxide to the Keggin type polyacid is 4:1.
The preparation method of the photosensitive concrete comprises the following preparation steps:
S1, preparing a photosensitive functional agent solution, namely adding sodium peroxide and Keggin type polyacid into a reactor, adding deionized water, stirring and mixing, wherein the mass ratio of the sodium peroxide to the deionized water is 1:20, the stirring speed of the reactor is 900rpm, adding a dispersing agent and a stabilizing agent after the sodium peroxide and the Keggin type polyacid are completely dissolved, and continuously stirring for 42min to obtain the photosensitive functional agent solution after stirring is finished;
S2, preparing photosensitive concrete, namely cleaning and airing fine aggregate and coarse aggregate, sequentially adding cement, the fine aggregate and the coarse aggregate into a mixing stirrer, setting the rotating speed of the mixing stirrer to be 300rpm, stirring at a low speed for 7min to completely mix, slowly adding the photosensitive functional agent solution prepared in the S1 into the mixing stirrer, improving the rotating speed of the mixing stirrer to 800rpm after the addition is completed, uniformly mixing materials in the mixing stirrer, adding a water reducing agent and an expanding agent, and continuously stirring at an original speed for 2.5h to finally form photosensitive concrete slurry;
And S3, molding and curing, namely pouring the photosensitive concrete slurry obtained in the step S2 into a mold, compacting by vibration to prevent bubbles, controlling the ambient temperature to be 45 ℃, controlling the ambient humidity to be 85%, performing initial curing, demolding after the initial curing is finished, performing secondary curing after demolding, controlling the secondary curing temperature to be 25 ℃, controlling the secondary curing humidity to be 65%, controlling the secondary curing time to be 25d, and obtaining the photosensitive concrete after the secondary curing.
Example 9A photosensitive concrete, which comprises the following components in parts by weight:
65 parts of cement, 14 parts of fine aggregate, 7 parts of coarse aggregate, 4.5 parts of photosensitive material, 1.7 parts of water reducer, 2.5 parts of expanding agent, 0.85 part of dispersing agent and 0.45 part of stabilizer. Wherein the photosensitive material is titanium dioxide.
The preparation method of the photosensitive concrete comprises the following preparation steps:
S1, preparing a photosensitive functional agent solution, namely adding titanium dioxide into a reactor, adding deionized water, stirring and mixing, wherein the mass ratio of sodium peroxide to deionized water is 1:23, the stirring speed of the reactor is 950rpm, adding a dispersing agent, continuously stirring for 13min after the titanium dioxide is uniformly stirred and mixed, obtaining a mixed solution after stirring is finished, transferring the mixed solution into an ultrasonic mixer, setting the ultrasonic frequency of the ultrasonic mixer to be 40kHz, starting ultrasonic treatment after adding a stabilizing agent, and obtaining the photosensitive functional agent solution after ultrasonic treatment is finished for 35 min;
s2, preparing photosensitive concrete, namely cleaning and airing fine aggregate and coarse aggregate, sequentially adding cement, the fine aggregate and the coarse aggregate into a mixing stirrer, setting the rotating speed of the mixing stirrer to be 350rpm, stirring at a low speed for 8min, slowly adding the photosensitive functional agent solution prepared in the S1 into the mixing stirrer, improving the rotating speed of the mixing stirrer to 900rpm after the addition is finished, uniformly mixing materials in the mixing stirrer, adding a water reducing agent and an expanding agent, and continuously stirring at an original speed for 2.5h to finally form photosensitive concrete slurry;
And S3, molding and curing, namely pouring the photosensitive concrete slurry obtained in the step S2 into a mold, compacting by vibration to prevent bubble generation, controlling the ambient temperature to be 47 ℃, controlling the ambient humidity to be 85%, performing initial curing, demolding after the initial curing is finished, performing secondary curing after demolding, controlling the secondary curing temperature to be 27 ℃, controlling the secondary curing humidity to be 65%, controlling the secondary curing time to be 27d, and obtaining the photosensitive concrete after the secondary curing.
Example 10A concrete, which consists of the following components in parts by weight:
60 parts of cement, 12 parts of fine aggregate, 6 parts of coarse aggregate, 1.4 parts of water reducer, 2 parts of expanding agent, 0.7 part of dispersing agent and 0.4 part of stabilizer.
The preparation method of the concrete comprises the following preparation steps:
(1) The preparation of concrete comprises the steps of firstly cleaning and airing fine aggregate and coarse aggregate, then sequentially adding cement, fine aggregate and coarse aggregate into a mixing stirrer, setting the rotating speed of the mixer to 300rpm, stirring at a low speed for 7min to completely mix, slowly adding a dispersing agent and a stabilizer solution into the mixing stirrer, improving the rotating speed of the mixing stirrer to 800rpm after the addition is completed, uniformly mixing materials in the mixing stirrer, then adding a water reducing agent and an expanding agent, continuously keeping the original speed to stir for 2.5h, and finally forming concrete slurry;
(2) Pouring the photosensitive concrete slurry obtained in the step (1) into a mould, compacting by vibration to prevent bubble generation, controlling the ambient temperature to be 45 ℃, controlling the ambient humidity to be 85%, performing initial curing, demoulding after the initial curing is finished, performing secondary curing after demoulding, controlling the secondary curing temperature to be 25 ℃, controlling the secondary curing humidity to be 65%, controlling the secondary curing time to be 25d, and obtaining the concrete after the secondary curing.
Performance tests were performed on the photosensitive concrete prepared in examples 1 to 9 and the concrete prepared in example 10, and the test results are shown in the following table:
According to the above table, examples 1 to 5 are obtained by screening the parameters in the preparation method, wherein the performances of the obtained photosensitive concrete shown in examples 3 to 4 are optimal, examples 4, examples 6 to 7 and example 9 are obtained by screening the types of photosensitive materials, and according to the data in the above table, the performances of the photosensitive concrete prepared in examples 4 and examples 6 to 7 are better, and the photosensitive concrete prepared in example 9 is low in compressive strength, poor in freezing resistance and corrosion resistance and high in carbonization depth. Examples 4 and 8 are screening of the addition manner and order of the photosensitive materials during the preparation of the photosensitive functional agent solution of the preparation method S1, and it is known from the above table test data that the photosensitive concrete of example 4 has better performance than that of example 9.
And (3) purifying and detecting toluene organic matters in the air for the photosensitive concrete prepared in the examples 1-9 and the concrete prepared in the example 10. The initial toluene content in the ambient air was 5.2mg/m3, and the toluene content in the ambient air was measured after the above concrete was placed in the environment for 1d, 5d and 15d, and the measurement results are shown in the following table:
As shown in the experimental data of the table, the photosensitive concrete prepared by the preparation method provided by the invention has the effect of purifying the environment, wherein the photosensitive material is the best in purifying effect by using the mixture of sodium peroxide and the polyacid-based inorganic photosensitizer.
It is apparent that the above examples are given by way of illustration only and are not limiting of the embodiments. Other variations or modifications of the above teachings will be apparent to those of ordinary skill in the art. It is not necessary here nor is it exhaustive of all embodiments. And obvious variations or modifications thereof are contemplated as falling within the scope of the present invention.

Claims (9)

CN202510239257.0A2025-03-032025-03-03Photosensitive concrete and preparation method thereofPendingCN120040132A (en)

Priority Applications (1)

Application NumberPriority DateFiling DateTitle
CN202510239257.0ACN120040132A (en)2025-03-032025-03-03Photosensitive concrete and preparation method thereof

Applications Claiming Priority (1)

Application NumberPriority DateFiling DateTitle
CN202510239257.0ACN120040132A (en)2025-03-032025-03-03Photosensitive concrete and preparation method thereof

Publications (1)

Publication NumberPublication Date
CN120040132Atrue CN120040132A (en)2025-05-27

Family

ID=95753186

Family Applications (1)

Application NumberTitlePriority DateFiling Date
CN202510239257.0APendingCN120040132A (en)2025-03-032025-03-03Photosensitive concrete and preparation method thereof

Country Status (1)

CountryLink
CN (1)CN120040132A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication numberPriority datePublication dateAssigneeTitle
US20040245496A1 (en)*2001-09-272004-12-09Hiroshi TaodaCleaning agent, antibacterial material, environment clarifying material, functional adsorbent
US20060276360A1 (en)*2005-06-032006-12-07Muradov Nazim ZMethod for masking and removing stains from rugged solid surfaces
CN106220075A (en)*2016-07-082016-12-14华北水利水电大学A kind of self-compacting high performance concrete and preparation method thereof
CN108455908A (en)*2018-03-132018-08-28商洛学院A kind of photocatalytic self-cleaning cement material and the preparation method and application thereof
US20190337861A1 (en)*2016-10-252019-11-07Wind Plus Sonne GmbhAqueous, pourable, foamable, pumpable and settable dispersions and use thereof to produce porous, mineral lightweight construction materials

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication numberPriority datePublication dateAssigneeTitle
US20040245496A1 (en)*2001-09-272004-12-09Hiroshi TaodaCleaning agent, antibacterial material, environment clarifying material, functional adsorbent
US20060276360A1 (en)*2005-06-032006-12-07Muradov Nazim ZMethod for masking and removing stains from rugged solid surfaces
CN106220075A (en)*2016-07-082016-12-14华北水利水电大学A kind of self-compacting high performance concrete and preparation method thereof
US20190337861A1 (en)*2016-10-252019-11-07Wind Plus Sonne GmbhAqueous, pourable, foamable, pumpable and settable dispersions and use thereof to produce porous, mineral lightweight construction materials
CN108455908A (en)*2018-03-132018-08-28商洛学院A kind of photocatalytic self-cleaning cement material and the preparation method and application thereof

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
徐蕾等: "《负载型多酸光催化材料及应用》", 31 March 2015, 东北师范大学出版社, pages: 27 - 28*

Similar Documents

PublicationPublication DateTitle
CN113264717B (en)Large-mixing-amount solid waste base-activated foam concrete and preparation method thereof
CN111978054B (en) A kind of cement-based grouting material and preparation method thereof
EP2383238A1 (en)Process for the manufacture of aerated concrete construction materials and construction materials obtained thereof
CN105217994B (en)A kind of preparation method of starch base hydration heat of cement controlled material
CN112266264A (en)Aerated concrete based on synergistic effect of alkali excitation and accelerated carbonization and preparation method thereof
CN114959893B (en)Sintering method red mud carbonization recycling method and application of product thereof
CN106904906B (en) A kind of composite mortar and its production method
CN115432982B (en)Preparation method of aerated concrete
CN115259726B (en)Composite excitant for cementing material and preparation method thereof
CN112645656A (en)Decoration waste base high-strength foam concrete and preparation method thereof
CN102442832A (en)Rapid-hardening foam concrete block and production method thereof
CN105294156A (en)Resource utilization method of household garbage incineration residue sorting tailing
CN116199483A (en)Preparation method of carbon-fixing foam concrete
CN112430050A (en)Non-autoclaved aerated concrete and preparation method thereof
CN120040132A (en)Photosensitive concrete and preparation method thereof
CN111606634A (en)Electrolytic manganese slag autoclaved brick and preparation method thereof
CN101528628B (en) Method for manufacturing building materials using sewage treatment plant sludge
CN115959879B (en) Aerated concrete and preparation method thereof
CN108609988B (en)Method for producing aerated concrete building block by using fluorite beneficiation waste residue-quartz tailings
CN114602243B (en)Baking-free ceramsite filter material prepared from mine surface soil and preparation method thereof
CN105622159A (en)High-strength novel chemical foaming cement and preparation method thereof
CN105271983A (en)Modified stone flour dry mixed mortar and preparation method thereof
CN1181956C (en)Process for producing air-entraining cement concrete block
CN114988835A (en)Carbide slag-based high-solid-carbon-content non-autoclaved aerated concrete and preparation method thereof
CN111484286B (en)Method for preparing heat-preservation sound-insulation building material by recycling stone powder and waste cotton

Legal Events

DateCodeTitleDescription
PB01Publication
PB01Publication
SE01Entry into force of request for substantive examination
SE01Entry into force of request for substantive examination

[8]ページ先頭

©2009-2025 Movatter.jp