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    CO2-Cured Fiber-Reinforced Board from Low-Calcium Clinker: Key Synthesizing Factors, Carbonation Products, and Comparison to Autoclaved Calcium Silicate Board

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 007::page 04024168-1
    Author:
    Yeqing Li
    ,
    Jianping Tian
    ,
    Yunyao Wang
    ,
    Jiajun Wang
    ,
    Xuanqian Wang
    ,
    Songbai Yu
    DOI: 10.1061/JMCEE7.MTENG-16750
    Publisher: American Society of Civil Engineers
    Abstract: CO2-cured fiber-reinforced boards (CFBs) were fabricated from low-calcium clinkers (CaO content from 48.0% to 53.5%) by CO2 curing. Key synthesizing factors, including clinker composition, compaction pressure, water content, carbonation duration, carbonation temperature, and partial pressure of CO2, were investigated. Further, a performance comparison between CFB and autoclaved calcium silicate board (ACSB) was made. The results showed that the CFB with water-saturated flexural strength of 17.8 MPa, CO2 sequestration content of 18%, water adsorption of 9.2%, and bulk density of 2,059  kg/m3 was successfully prepared. CFBs, prepared at the compaction strength of 10 MPa, water content of 16%–18%, carbonation temperature of 50°C, and CO2 partial pressure of 0.3 MPa, were preferred to reach superior performance. CFB showed slightly higher water-saturation flexural strength, 59.3% lower water adsorption, and 22.5% lower calcium carbonates induced CO2 emission in comparison with ACSB. Owing to the higher increase in solid weight and volume during carbonation, CFB is much denser than autoclaved ACSB. Rhombohedral crystals of calcite could be observed in CFB, rather than the crystals of vaterite (cauliflower-like) and aragonite (needle-like), although diffraction signals of the latter two were detected.
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      CO2-Cured Fiber-Reinforced Board from Low-Calcium Clinker: Key Synthesizing Factors, Carbonation Products, and Comparison to Autoclaved Calcium Silicate Board

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4299168
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    contributor authorYeqing Li
    contributor authorJianping Tian
    contributor authorYunyao Wang
    contributor authorJiajun Wang
    contributor authorXuanqian Wang
    contributor authorSongbai Yu
    date accessioned2024-12-24T10:34:14Z
    date available2024-12-24T10:34:14Z
    date copyright7/1/2024 12:00:00 AM
    date issued2024
    identifier otherJMCEE7.MTENG-16750.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299168
    description abstractCO2-cured fiber-reinforced boards (CFBs) were fabricated from low-calcium clinkers (CaO content from 48.0% to 53.5%) by CO2 curing. Key synthesizing factors, including clinker composition, compaction pressure, water content, carbonation duration, carbonation temperature, and partial pressure of CO2, were investigated. Further, a performance comparison between CFB and autoclaved calcium silicate board (ACSB) was made. The results showed that the CFB with water-saturated flexural strength of 17.8 MPa, CO2 sequestration content of 18%, water adsorption of 9.2%, and bulk density of 2,059  kg/m3 was successfully prepared. CFBs, prepared at the compaction strength of 10 MPa, water content of 16%–18%, carbonation temperature of 50°C, and CO2 partial pressure of 0.3 MPa, were preferred to reach superior performance. CFB showed slightly higher water-saturation flexural strength, 59.3% lower water adsorption, and 22.5% lower calcium carbonates induced CO2 emission in comparison with ACSB. Owing to the higher increase in solid weight and volume during carbonation, CFB is much denser than autoclaved ACSB. Rhombohedral crystals of calcite could be observed in CFB, rather than the crystals of vaterite (cauliflower-like) and aragonite (needle-like), although diffraction signals of the latter two were detected.
    publisherAmerican Society of Civil Engineers
    titleCO2-Cured Fiber-Reinforced Board from Low-Calcium Clinker: Key Synthesizing Factors, Carbonation Products, and Comparison to Autoclaved Calcium Silicate Board
    typeJournal Article
    journal volume36
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-16750
    journal fristpage04024168-1
    journal lastpage04024168-11
    page11
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 007
    contenttypeFulltext
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