CN117776643A - Ecological porous carbon-fixing concrete based on carbon capture and carbon sequestration and preparation method thereof - Google Patents

Ecological porous carbon-fixing concrete based on carbon capture and carbon sequestration and preparation method thereof Download PDF

Info

Publication number
CN117776643A
CN117776643A CN202311805200.XA CN202311805200A CN117776643A CN 117776643 A CN117776643 A CN 117776643A CN 202311805200 A CN202311805200 A CN 202311805200A CN 117776643 A CN117776643 A CN 117776643A
Authority
CN
China
Prior art keywords
carbon
parts
nano
stirring
fixing
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
CN202311805200.XA
Other languages
Chinese (zh)
Inventor
顾越
曹栋霆
范如嫣
严冲
靳卫准
宋子健
储洪强
蒋林华
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.)
Hohai University HHU
Original Assignee
Hohai University HHU
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 Hohai University HHU filed Critical Hohai University HHU
Priority to CN202311805200.XA priority Critical patent/CN117776643A/en
Publication of CN117776643A publication Critical patent/CN117776643A/en
Pending legal-status Critical Current

Links

Landscapes

  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The invention discloses an ecological porous carbon-fixing concrete based on carbon capture and carbon sequestration and a preparation method thereof, wherein the porous carbon-fixing concrete comprises 40-70 parts of silicate cement, 0-10 parts of silica fume, 0-10 parts of fly ash, 10-60 parts of calcium hydroxide, 1-5 parts of polyvinyl alcohol, 0.1-0.5 part of polyacrylamide, 0.5-2 parts of nano reinforced foaming agent and 20-50 parts of water, and the preparation method comprises the following steps: preparing a nano reinforced foaming agent, obtaining nano stable foam, preparing foam solid carbon gel material slurry, pouring into a mold, and performing carbonization maintenance and standard maintenance after demolding; the porous carbon-fixing concrete provided by the invention has good mechanical property and carbon-fixing property, can be used in the fields of building, water conservancy, traffic and the like, and can help realize the reduction of hidden carbon emission of building and infrastructure.

Description

Ecological porous carbon-fixing concrete based on carbon capture and carbon sequestration and preparation method thereof
Technical Field
The invention relates to ecological porous carbon-fixing concrete, in particular to ecological porous carbon-fixing concrete based on carbon capture and carbon sequestration, and also relates to a preparation method of the carbon-fixing concrete.
Background
The problems of global warming and climate deterioration caused by industrial development and human activities are becoming more serious, the concentration of carbon dioxide in the atmosphere is rising year by year, and the ecological environment is facing a great challenge. To solve the problem of rising carbon dioxide concentration in the atmosphere, carbon capture, sequestration and utilization (CCUS) techniques are of great interest. Meanwhile, the building material field is also subjected to high pressure of carbon emission reduction, and the carbon-fixed concrete is highly focused and rapidly developed. The most common application of carbon capture and carbon sequestration in building materials is the curing of CO by early carbonization 2 And the accelerated carbonation reaction is carried out on the concrete test piece, so that stable carbonate is generated to fill the initial pores, the concrete structure is compact, the mechanical property is improved, and the durability is improved.
The common concrete has low porosity and CO in the carbonization process 2 The diffusion from outside to inside is limited by the matrix, resulting in low carbon fixation efficiency. The foam concrete is a lightweight, heat-insulating and fireproof concrete material with higher porosity, which is beneficial to CO 2 And (5) gas diffusion. However, the traditional foam porous concrete has low total carbon fixation amount due to the low content of carbon fixation components in the foam porous concrete. In addition, the foam stability of the foam porous concrete is poor, shrinkage and deformation are easy to occur, so that the air holes in the foam concrete are unevenly distributed, and stress concentration is easy to occur when load is applied, so that the foam concrete is damaged. At present, calcium hydroxide obtained by low-energy production is used as a carbon-fixing component of carbon-fixing concrete,increasingly, however, the introduction of the carbon-fixing material into concrete as a raw material causes the strength of the concrete to be reduced, and the phenomenon is more obvious in porous concrete, so that the application of the carbon-fixing material in a porous concrete system is limited, and the carbon-fixing concrete has the problems of low carbon-fixing efficiency and reduced mechanical property after the introduction of carbon-fixing components.
Disclosure of Invention
The invention aims to: the invention aims to provide an ecological porous carbon-fixing concrete based on carbon capture and carbon sequestration, which has the functions of carbon capture and carbon sequestration, strong mechanical property and high carbon fixation amount, and also provides a preparation method of the carbon-fixing concrete.
The technical scheme is as follows: the ecological porous carbon-fixing concrete based on carbon capture and carbon sealing comprises 40-70 parts of cement, 0-10 parts of silica fume, 0-10 parts of fly ash, 10-60 parts of calcium hydroxide, 1-5 parts of polyvinyl alcohol, 0.1-0.5 part of polyacrylamide, 0.5-2 parts of nano modified foaming agent and 20-50 parts of water.
Wherein the nano modified foaming agent comprises 4-6 parts of nano silicon dioxide, 1-3 parts of nano titanium dioxide, 5-8 parts of surfactant, 5-8 parts of dispersing agent, 1-2 parts of stabilizer and 80-90 parts of water.
The preparation method of the carbon-fixed concrete comprises the following steps:
(1) Adding nano silicon dioxide and nano titanium dioxide into water for stirring and ultrasonic dispersion treatment, adding a dispersing agent for continuous stirring, and adding a surfactant and a stabilizing agent for continuous stirring after the aggregate in the suspension is completely dispersed to prepare a nano modified foaming agent;
(2) Taking a nano modified foaming agent, diluting, and then compressing and foaming to obtain nano stable foam;
(3) Adding cement, silica fume, fly ash, calcium hydroxide, polyvinyl alcohol, polyacrylamide and water into a stirrer for mixing and stirring to obtain a cementing material slurry;
(4) Adding the nano stable foam into the gel material slurry body, stirring to obtain a foam carbon-fixing gel material slurry body, pouring, solidifying, demoulding, carbonizing and curing, and performing standard curing to obtain the ecological porous carbon-fixing concrete based on carbon capture and carbon sealing.
Wherein in the step (1), the ultrasonic dispersion time is 20-30 minutes, the stirring time is 20-40 minutes, and the stirring temperature is 50-55 ℃.
In the step (1), the nano silicon dioxide is hydrophobic, the surfactant is cocamidopropyl betaine or lauramidopropyl betaine, the stabilizer is hydroxypropyl methylcellulose, and the dispersing agent is polyethylene glycol 2000.
Wherein in the step (2), the nano modified foaming agent is diluted by 15-20 times by water.
Wherein in the step (2), the foaming pressure of the air compressor is 0.35-0.45 Mpa.
In the step (3), the cement is P.II 42.5R-grade Portland cement; the fly ash is I-grade fly ash or II-grade fly ash; the fineness of the calcium hydroxide is 100-300 meshes; the polymerization degree of the polyvinyl alcohol is 1700; the molecular weight of the polyacrylamide is 2000-2500 ten thousand.
In the step (4), the carbonization maintenance is carried out for 12-24 hours, the temperature is 15-25 ℃, the humidity is 95-99%, and the carbon dioxide concentration is 50-80%.
In the step (4), the standard curing is carried out for 15-30 days at 15-25 ℃ with the humidity of 50-99%.
The principle of the invention: the porous carbon-fixing concrete of the invention has better mechanical property and carbon-fixing property, the nano-stabilization foam prepared by the nano-modification foaming agent realizes the porosification of the concrete, and the porous structure formed by the ultra-stabilization foam has uniform distribution, which is beneficial to CO 2 Diffusion and rapid reaction with the carbon-fixing component, thereby improving the carbon-fixing efficiency. Meanwhile, based on a high-performance additive technology, through the synergistic effect of polyvinyl alcohol and polyacrylamide, the strength and carbon dioxide adsorption sites of the composite polymer film are improved, and the carbon fixing performance of the porous carbon fixing concrete is improved while the better mechanical performance is maintained; the auxiliary power assisting device is applied to the fields of construction, water conservancy, traffic and the like, and the auxiliary power assisting device can reduce the hidden carbon emission of construction and infrastructure.
The beneficial effects are that: the invention and the prior artCompared with the operation, the method has the following advantages: (1) The concrete is made porous by the ultra-stable foam, and the porous structure formed by the ultra-stable foam is uniformly distributed, which is beneficial to CO 2 Diffusion and rapid reaction with carbon-fixing components, so that the carbon-fixing efficiency is improved, and the carbon-fixing amount in 12 hours is obviously improved; (2) Based on the high-performance additive technology, the carbon fixation performance of the porous carbon fixation concrete is improved through the synergistic effect of the polyvinyl alcohol and the polyacrylamide, and meanwhile, the better mechanical performance can be maintained.
Detailed Description
The raw materials of the invention are all commercially available, and the technical scheme of the invention is further described below by combining specific examples.
Example 1
An ecological porous carbon-fixing concrete based on carbon capture and carbon sequestration comprises the following components in parts by mass: 50 parts of silicate cement; 5 parts of silica fume; 5 parts of fly ash; 40 parts of calcium hydroxide; 2 parts of polyvinyl alcohol; 0.2 parts of polyacrylamide; 0.6 part of nano modified foaming agent and 50 parts of water;
the nano modified foaming agent comprises the following components in mass: 4 parts of nano silicon dioxide, 2 parts of nano titanium dioxide, 6 parts of surfactant, 6 parts of dispersing agent, 1 part of stabilizer and 85 parts of water.
The preparation method of the ecological porous carbon-fixing concrete comprises the following steps:
(1) Adding nano silicon dioxide and nano titanium dioxide into water for stirring and ultrasonic dispersion treatment, wherein the ultrasonic dispersion time is 20 minutes, the stirring time is 25 minutes, the stirring temperature is 50 ℃, then adding a dispersing agent for continuous stirring, after the aggregate in the suspension is completely dispersed, adding a surfactant and a stabilizing agent for continuous stirring, thus obtaining a nano modified foaming agent, wherein the nano silicon dioxide is hydrophobic, the surfactant is cocamidopropyl betaine, the stabilizing agent is hydroxypropyl methyl cellulose, and the dispersing agent is polyethylene glycol 2000;
(2) Diluting the nano modified foaming agent by 15 times with water, and using an air compressor for compression foaming, wherein the foaming pressure of the air compressor is 0.35Mpa, so as to obtain nano stable foam;
(3) Adding cement, silica fume, fly ash, calcium hydroxide, polyvinyl alcohol, polyacrylamide and water into a stirrer for mixing and stirring to obtain a cementing material slurry, wherein the cement is P.II 42.5R-grade silicate cement; the fly ash is I-grade fly ash or II-grade fly ash; the fineness of the calcium hydroxide is 200 meshes; the polymerization degree of the polyvinyl alcohol is 1700; the molecular weight of the polyacrylamide is 2000 ten thousand;
(4) Adding nano stable foam into the gel material slurry body, stirring to obtain foam solid carbon gel material slurry body, pouring into a mould, solidifying, and curing for 1 day at normal temperature; carbonizing and curing after demolding, wherein the carbonizing and curing temperature is 20 ℃, the humidity is 95%, and the carbon dioxide concentration is 60%; and carrying out standard curing, wherein the temperature is 15 ℃, the humidity is 50%, and the curing time is 26 days, so as to obtain the ecological porous carbon-fixing concrete based on carbon capture and carbon sealing.
Example 2
An ecological porous carbon-fixing concrete based on carbon capture and carbon sequestration comprises the following components in parts by mass: 60 parts of silicate cement; 8 parts of silica fume; 6 parts of fly ash; 55 parts of calcium hydroxide; 3 parts of polyvinyl alcohol; 0.3 parts of polyacrylamide; 1 part of nano reinforced foaming agent and 45 parts of water;
the nano modified foaming agent comprises the following components in mass: 4 parts of nano silicon dioxide, 2 parts of nano titanium dioxide, 6 parts of surfactant, 6 parts of dispersing agent, 1 part of stabilizer and 85 parts of water.
The preparation method of the ecological porous carbon-fixing concrete comprises the following steps:
(1) Adding nano silicon dioxide and nano titanium dioxide into water for stirring and ultrasonic dispersion treatment, wherein the ultrasonic dispersion time is 25 minutes, the stirring time is 20 minutes, the stirring temperature is 55 ℃, then adding a dispersing agent for continuous stirring, after the aggregate in the suspension is completely dispersed, adding a surfactant and a stabilizing agent for continuous stirring to prepare a nano modified foaming agent, wherein the nano silicon dioxide is hydrophobic, the surfactant is lauramidopropyl betaine, the stabilizing agent is hydroxypropyl methyl cellulose, and the dispersing agent is polyethylene glycol 2000;
(2) Diluting the nano modified foaming agent with water for 20 times, and using an air compressor to compress and foam, wherein the foaming pressure of the air compressor is 0.45Mpa, so as to obtain nano stable foam;
(3) Adding cement, silica fume, fly ash, calcium hydroxide, polyvinyl alcohol, polyacrylamide and water into a stirrer for mixing and stirring to obtain a cementing material slurry, wherein the cement is P.II42.5R-grade silicate cement; the fly ash is class II fly ash; the fineness of the calcium hydroxide is 300 meshes; the polymerization degree of the polyvinyl alcohol is 1700; the molecular weight of the polyacrylamide is 2500 ten thousand;
(4) Adding nano stable foam into the gel material slurry body, stirring to obtain foam solid carbon gel material slurry body, pouring into a mould, solidifying, and curing for 1 day at normal temperature; carbonizing and curing after demolding, wherein the carbonizing and curing temperature is 25 ℃, the humidity is 99%, and the carbon dioxide concentration is 80%; and carrying out standard curing, wherein the temperature is 20 ℃, the humidity is 90%, and the curing time is 20 days, so as to obtain the ecological porous carbon-fixing concrete based on carbon capture and carbon sealing.
Comparative example 1
Compared with the example 1, the carbon-fixed concrete has the following components by mass: 50 parts of silicate cement; 5 parts of silica fume; 5 parts of fly ash; 40 parts of calcium hydroxide; 2 parts of polyvinyl alcohol; 0.6 part of nano modified foaming agent and 50 parts of water;
the nano modified foaming agent comprises the following components in mass: 4 parts of nano silicon dioxide, 2 parts of nano titanium dioxide, 6 parts of surfactant, 6 parts of dispersing agent, 1 part of stabilizer and 85 parts of water.
The preparation method of the carbon-fixing concrete comprises the following steps:
(1) Adding nano silicon dioxide and nano titanium dioxide into water for stirring and ultrasonic dispersion treatment, wherein the ultrasonic dispersion time is 20 minutes, the stirring time is 25 minutes, the stirring temperature is 50 ℃, then adding a dispersing agent for continuous stirring, after the aggregate in the suspension is completely dispersed, adding a surfactant and a stabilizing agent for continuous stirring, thus obtaining a nano modified foaming agent, wherein the nano silicon dioxide is hydrophobic, the surfactant is cocamidopropyl betaine, the stabilizing agent is hydroxypropyl methyl cellulose, and the dispersing agent is polyethylene glycol 2000;
(2) Diluting the nano modified foaming agent by 15 times with water, and using an air compressor for compression foaming, wherein the foaming pressure of the air compressor is 0.35Mpa, so as to obtain nano stable foam;
(3) Adding cement, silica fume, fly ash, calcium hydroxide, polyvinyl alcohol and water into a stirrer for mixing and stirring to obtain a cementing material slurry, wherein the cement is P.II 42.5R-grade silicate cement; the fly ash is I-grade fly ash or II-grade fly ash; the fineness of the calcium hydroxide is 200 meshes; the polymerization degree of the polyvinyl alcohol is 1700;
(4) Adding nano stable foam into the gel material slurry body, stirring to obtain foam solid carbon gel material slurry body, pouring into a mould, solidifying, and curing for 1 day at normal temperature; carbonizing and curing after demolding, wherein the carbonizing and curing temperature is 20 ℃, the humidity is 95%, and the carbon dioxide concentration is 60%; and carrying out standard curing, wherein the temperature is 15 ℃, the humidity is 50%, and the curing time is 26 days, so as to obtain the carbon-fixed concrete.
Comparative example 2
Compared with the embodiment 1, the carbon-fixed concrete removes polyvinyl alcohol and comprises the following components in parts by mass: 50 parts of silicate cement; 5 parts of silica fume; 5 parts of fly ash; 40 parts of calcium hydroxide; 0.2 parts of polyacrylamide; 0.6 part of nano modified foaming agent and 50 parts of water;
the nano modified foaming agent comprises the following components in mass: 4 parts of nano silicon dioxide, 2 parts of nano titanium dioxide, 6 parts of surfactant, 6 parts of dispersing agent, 1 part of stabilizer and 85 parts of water.
The preparation method of the carbon-fixing concrete comprises the following steps:
(1) Adding nano silicon dioxide and nano titanium dioxide into water for stirring and ultrasonic dispersion treatment, wherein the ultrasonic dispersion time is 20 minutes, the stirring time is 25 minutes, the stirring temperature is 50 ℃, then adding a dispersing agent for continuous stirring, after the aggregate in the suspension is completely dispersed, adding a surfactant and a stabilizing agent for continuous stirring, thus obtaining a nano modified foaming agent, wherein the nano silicon dioxide is hydrophobic, the surfactant is cocamidopropyl betaine, the stabilizing agent is hydroxypropyl methyl cellulose, and the dispersing agent is polyethylene glycol 2000;
(2) Diluting the nano modified foaming agent by 15 times with water, and using an air compressor for compression foaming, wherein the foaming pressure of the air compressor is 0.35Mpa, so as to obtain nano stable foam;
(3) Adding cement, silica fume, fly ash, calcium hydroxide, polyacrylamide and water into a stirrer for mixing and stirring to obtain a cementing material slurry, wherein the cement is P.II 42.5R-grade silicate cement; the fly ash is I-grade fly ash or II-grade fly ash; the fineness of the calcium hydroxide is 200 meshes; the molecular weight of the polyacrylamide is 2000 ten thousand;
(4) Adding nano stable foam into the gel material slurry body, stirring to obtain foam solid carbon gel material slurry body, pouring into a mould, solidifying, and curing for 1 day at normal temperature; carbonizing and curing after demolding, wherein the carbonizing and curing temperature is 20 ℃, the humidity is 95%, and the carbon dioxide concentration is 60%; and carrying out standard curing, wherein the temperature is 15 ℃, the humidity is 50%, and the curing time is 26 days, so as to obtain the carbon-fixed concrete.
According to JC/T2357-2016, the compression resistance, the fracture resistance and the carbon fixation performance of the examples and the comparative examples are tested, and the obtained results show that the ecological porous carbon fixation concrete prepared in the example 1 has the compression strength of 7.2Mpa, the fracture strength of 2.1Mpa and the carbon fixation rate of 17% in 12 hours; the ecological porous carbon-fixing concrete prepared in the example 2 has the compressive strength of 8.3Mpa, the flexural strength of 2.4Mpa and the carbon-fixing rate of 20% in 12 hours. The compression strength of the carbon-fixing concrete prepared in the comparative example 1 is 3.5Mpa, the flexural strength is 1.1Mpa, and the carbon-fixing rate is 9% after 12 hours; the compression strength of the carbon-fixing concrete prepared in comparative example 2 is 2.7Mpa, the flexural strength is 0.8Mpa, and the carbon-fixing rate is 11% in 12 hours.

Claims (10)

1. The ecological porous carbon-fixing concrete based on carbon capture and carbon sealing is characterized by comprising 40-70 parts of cement, 0-10 parts of silica fume, 0-10 parts of fly ash, 10-60 parts of calcium hydroxide, 1-5 parts of polyvinyl alcohol, 0.1-0.5 part of polyacrylamide, 0.5-2 parts of nano modified foaming agent and 20-50 parts of water.
2. The carbon-fixed concrete according to claim 1, wherein the nano modified foaming agent comprises 4-6 parts of nano silicon dioxide, 1-3 parts of nano titanium dioxide, 5-8 parts of surfactant, 5-8 parts of dispersing agent, 1-2 parts of stabilizer and 80-90 parts of water.
3. A method of preparing the carbon-stabilized concrete of claim 1, comprising the steps of:
(1) Adding nano silicon dioxide and nano titanium dioxide into water for stirring and ultrasonic dispersion treatment, adding a dispersing agent for continuous stirring, and adding a surfactant and a stabilizing agent for continuous stirring after the aggregate in the suspension is completely dispersed to prepare a nano modified foaming agent;
(2) Taking a nano modified foaming agent, diluting, and then compressing and foaming to obtain nano stable foam;
(3) Adding cement, silica fume, fly ash, calcium hydroxide, polyvinyl alcohol, polyacrylamide and water into a stirrer for mixing and stirring to obtain a cementing material slurry;
(4) Adding the nano stable foam into the gel material slurry body, stirring to obtain a foam carbon-fixing gel material slurry body, pouring, solidifying, demoulding, carbonizing and curing, and performing standard curing to obtain the ecological porous carbon-fixing concrete based on carbon capture and carbon sealing.
4. The method according to claim 3, wherein in the step (1), the ultrasonic dispersion time is 20 to 30 minutes, the stirring time is 20 to 40 minutes, and the stirring temperature is 50 to 55 ℃.
5. The method according to claim 3, wherein in the step (1), the nano silica is hydrophobic, the surfactant is cocamidopropyl betaine or lauramidopropyl betaine, the stabilizer is hydroxypropyl methylcellulose, and the dispersant is polyethylene glycol 2000.
6. The method according to claim 3, wherein in the step (2), the nano-modified foaming agent is diluted 15 to 20 times with water.
7. The method according to claim 3, wherein in the step (2), the compressed air is foamed and the air compressor is foamed at a pressure of 0.35 to 0.45Mpa.
8. A method of preparing according to claim 3, wherein in step (3), the cement is a p.ii42.5R grade portland cement; the fly ash is I-grade fly ash or II-grade fly ash; the fineness of the calcium hydroxide is 100-300 meshes; the polymerization degree of the polyvinyl alcohol is 1700; the molecular weight of the polyacrylamide is 2000-2500 ten thousand.
9. The method according to claim 3, wherein in the step (4), the carbonization and maintenance are performed for 12 to 24 hours at 15 to 25 ℃, the humidity is 95 to 99%, and the carbon dioxide concentration is 50 to 80%.
10. The method according to claim 3, wherein in the step (4), the standard curing is performed for 15 to 30 days at 15 to 25 ℃ and a humidity of 50 to 99%.
CN202311805200.XA 2023-12-26 2023-12-26 Ecological porous carbon-fixing concrete based on carbon capture and carbon sequestration and preparation method thereof Pending CN117776643A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202311805200.XA CN117776643A (en) 2023-12-26 2023-12-26 Ecological porous carbon-fixing concrete based on carbon capture and carbon sequestration and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202311805200.XA CN117776643A (en) 2023-12-26 2023-12-26 Ecological porous carbon-fixing concrete based on carbon capture and carbon sequestration and preparation method thereof

Publications (1)

Publication Number Publication Date
CN117776643A true CN117776643A (en) 2024-03-29

Family

ID=90399533

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202311805200.XA Pending CN117776643A (en) 2023-12-26 2023-12-26 Ecological porous carbon-fixing concrete based on carbon capture and carbon sequestration and preparation method thereof

Country Status (1)

Country Link
CN (1) CN117776643A (en)

Similar Documents

Publication Publication Date Title
CN113956070B (en) Cement kiln tail gas carbonization autoclaved-free aerated concrete wall product and preparation method thereof
CN113968701B (en) CO (carbon monoxide) 2 Light concrete for driving consolidation and preparation method thereof
CN114873979B (en) Low-carbon cement concrete and preparation method thereof
CN103011896A (en) Foam concrete
CN113956000B (en) Cement kiln tail gas carbonization building prefabricated product and preparation method thereof
CN112723806A (en) Light heat-preservation high-strength concrete and preparation method thereof
CN110467393A (en) 120MPa superelevation strength silicate haydite concrete tubular pole matrix and preparation method thereof
Wongkvanklom et al. Strength, thermal conductivity and sound absorption of cellular lightweight high calcium fly ash geopolymer concrete.
CN110698148A (en) Foaming wall material and preparation method thereof
CN114180889A (en) Preparation of open cell foam concrete for CO2Experimental method for sealing and curing
CN113149553A (en) Light heat-preservation high-strength concrete and preparation method thereof
CN109534757B (en) Building 3D printing rapid prototyping composite material
CN112010626A (en) Self-compacting freeze-thaw-resistant concrete and preparation method thereof
CN117776643A (en) Ecological porous carbon-fixing concrete based on carbon capture and carbon sequestration and preparation method thereof
CN112079597A (en) Carbonized cement paste powder high-ductility fiber cement composite material and preparation method thereof
CN115432961A (en) Cement-based material carbon fixation enhancing method and product thereof
CN115124309A (en) High-strength anti-permeability concrete and preparation method thereof
CN114956629A (en) Light baking-free artificial aggregate prepared from construction waste recycled micro powder and preparation method thereof
CN111732378B (en) Geopolymer member and preparation method thereof
CN114890742A (en) Nano-material composite ultra-high performance concrete
CN114853417A (en) High-toughness low-carbon anti-knock cement-based composite material and preparation method thereof
CN113735619A (en) Second-order stirring technology for concrete containing recycled brick aggregate
CN113292268A (en) Additive for lightweight concrete plate, concrete and preparation method of lightweight concrete plate
CN113666680A (en) Concrete slurry and preparation method thereof
CN112811872A (en) Efficient heat-insulation light ceramsite wallboard and preparation process thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination