Effect of eggshell powder addition on the properties of cement pastes with early CO2 curing and further water curing

被引:4
|
作者
Shi, Xiao-Chen [1 ,2 ,4 ]
Shui, Zhonghe [1 ,3 ]
机构
[1] Wuhan Univ Technol, Adv Engn Technol Res Inst Zhongshan City, Zhongshan 528437, Guangdong, Peoples R China
[2] Wuhan Univ Technol, Sch Resources & Environm Engn, Wuhan 430070, Peoples R China
[3] Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
[4] Wuhan Univ Technol, Sch Chem Chem Engn & Life Sci, Wuhan 430070, Peoples R China
关键词
Eggshell powder; Cement paste; Early CO 2 curing; CO; 2; uptake; Hydration products; porosity; ACCELERATED CARBONATION; CONCRETE; STRENGTH; MICROSTRUCTURE; HYDRATION; MECHANISM; SEQUESTRATION; EMISSIONS;
D O I
10.1016/j.conbuildmat.2023.133231
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Bio-waste eggshell powder (ESP) has a similar chemical composition to natural limestone, which has attracted interest as a partial cement replacement to reduce the carbon footprint in cement. However, ESP replacement in cement systems would cause a decrease in compressive strength. The compressive strength can be promoted after carbonation and further water curing. Also, the addition of limestone materials can promote the carbonation of cement under early CO2 curing. This study investigated the effects of adding 0%, 5%, 10%, and 20% of ESP on early CO2 curing and further water curing of cement pastes. The CO2 uptake, compressive strength and water absorption of pastes were observed, and the chemical composition and microstructure were evaluated by thermogravimetric analysis (TGA), X-ray powder diffraction (XRD) and Fourier transform infrared spectroscopy (FTIR). The filling effect of ESP decreased the access of CO2, while the increased nucleation site provided by ESP led to the increase of carbonation products, which mainly resulted by the more calcium ions from calcium silicate hydrate (CSH) participating in carbonation. Thus, the CO2 uptake was increased with more than 5% ESP replacement after 24 h carbonation at 20% CO2. The 3d strength of ESP-mixed cement was increased after carbonation with less than 10% ESP replacement, the increment of the strength of carbonated pastes was decreased with the increase of ESP addition due to the dilute effect, and the strength of 20% ESP-mixed cement paste was decreased after accelerated carbonation. Also, the subsequent hydration rate of cement pastes with ESP replacement was significantly increased during water curing, and the porosity of carbonated pastes was less than standard cured pastes. However, the decreased degree of cementation of hydration products in carbonated pastes caused the 28d strength did not improve compared with standard cured pastes. Therefore, around 10% ESP replacement is beneficial to both CO2 uptake and early strength improvement of cement pastes after accelerated carbonation.
引用
收藏
页数:10
相关论文
共 50 条
  • [21] Properties and microstructure of CO2 surface treated cement mortars with subsequent lime-saturated water curing
    Pan, Xiaoying
    Shi, Caijun
    Farzadnia, Nima
    Hu, Xiang
    Zheng, Jianlan
    [J]. CEMENT & CONCRETE COMPOSITES, 2019, 99 : 89 - 99
  • [22] Enhancement of oriented cement-bonded boards' properties through CO2 curing
    Cabral, Matheus R.
    Nakanishi, Erika Y.
    Santos, Sergio F.
    Fiorelli, Juliano
    [J]. ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH, 2023, 30 (55) : 117214 - 117224
  • [23] Enhancement of oriented cement-bonded boards’ properties through CO2 curing
    Matheus R. Cabral
    Erika Y. Nakanishi
    Sérgio F. Santos
    Juliano Fiorelli
    [J]. Environmental Science and Pollution Research, 2023, 30 : 117214 - 117224
  • [24] Influence of recycled concrete powder and CO2 curing on the properties of thermal insulation mortars
    Zhou, Zihan
    Xiao, Jianzhuang
    Ye, Taohua
    Wang, Jun
    Choi, Donguk
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2024, 414
  • [25] Effect of CO2 curing on the resistance of calcium sulfoaluminate cement paste to elevated temperature
    Wu, Xuanru
    Sharma, Raju
    Das, Kunal Krishna
    Ahn, Jiwhan
    Jang, Jeong Gook
    [J]. Construction and Building Materials, 2024, 456
  • [26] CO2 Curing of Reactive Powder Concretes Modified by Waste Limestone Powder
    Rahmani, Hamid
    Mohammadzade, Nooshin
    [J]. JORDAN JOURNAL OF CIVIL ENGINEERING, 2023, 17 (03) : 457 - 472
  • [27] The Combined Effect of Nanoclay Powder and Curing Time on the Properties of Class G Cement
    Ahmed, Abdulmalek
    Mahmoud, Ahmed Abdulhamid
    Elkatatny, Salaheldin
    [J]. GEOFLUIDS, 2023, 2023
  • [28] Modification of self-cleaning activity on cement pastes containing nano-TiO2 due to CO2 curing
    Moro, Carlos
    Francioso, Vito
    Lopez-Arias, Marina
    Velay-Lizancos, Mirian
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2022, 330
  • [29] Study on the early volume stability of cement-based materials during CO2 curing
    Yang, Ziyuan
    Zhang, Jiayi
    Qin, Ling
    Chen, Tiefeng
    Gao, Xiaojian
    [J]. JOURNAL OF BUILDING ENGINEERING, 2024, 95
  • [30] Effect of curing parameters on CO2 curing of concrete blocks containing recycled aggregates
    Zhan, Bao Jian
    Xuan, Dong Xing
    Poon, Chi Sun
    Shi, Cai Jun
    [J]. CEMENT & CONCRETE COMPOSITES, 2016, 71 : 122 - 130