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Author:

Long, Shiru (Long, Shiru.) | Li, Yue (Li, Yue.) (Scholars:李悦) | Wang, Nan (Wang, Nan.) | Wang, Zigeng (Wang, Zigeng.) | Lin, Hui (Lin, Hui.)

Indexed by:

EI Scopus SCIE

Abstract:

Traditional magnesium phosphate cement (MPC) has problems such as high carbon emissions and uncoordinated development of setting time and strength. For the purpose of reducing the carbon emission of MPC, improve its strength and promote the comprehensive utilization of brucite resources, magnesium phosphate cement (NBMPC) was prepared by using natural brucite (NB) as magnesia material, and modified by ultrafine metakaolin (UMK). The results showed that the initial setting time of NBMPC without UMK was 30 min, the compressive strength of 3 h and 28 d was 5.17 MPa and 46.57 MPa, respectively. When UMK content was 10 %, the maximum initial setting time of NBMPC was 51 min. When UMK content was 30 %, the highest compressive strength of NBMPC at 3 h and 28 d was 35.56 MPa and 70.74 MPa, respectively. The products of NBMPC were MgNH4PO4.6 H2O, hydrated MgHPO4 and a small amount of calcium phosphate compounds. The modification mechanism of UMK on NBMPC was chemical modification and physical filling. On the one hand, the chemical environment of Si and Al in UMK changed in NBMPC, resulting in the formation of aluminosilicate phosphate, MgNH4PO4.6 H2O containing Al and Si, and calcium phosphate compounds containing Al and Si. Amorphous AlPO4 was formed in NBMPC with higher UMK content. UMK promoted the early crystallization of MgNH4PO4.6 H2O, reduced the production of MgHPO4.7 H2O and inhibited its transformation. Moreover, UMK improved the pore size distribution of NBMPC and reduced its porosity. When preparing NBMPC, the content of UMK can be optimized according to the engineering type and construction environment.

Keyword:

Micro-analysis Magnesium phosphate cement Ultrafine metakaolin Natural brucite Properties

Author Community:

  • [ 1 ] [Long, Shiru]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Beijing Key Lab Earthquake Engn & Struct Retrofit, Minist Educ, Beijing 100124, Peoples R China
  • [ 2 ] [Li, Yue]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Beijing Key Lab Earthquake Engn & Struct Retrofit, Minist Educ, Beijing 100124, Peoples R China
  • [ 3 ] [Wang, Nan]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Beijing Key Lab Earthquake Engn & Struct Retrofit, Minist Educ, Beijing 100124, Peoples R China
  • [ 4 ] [Wang, Zigeng]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Beijing Key Lab Earthquake Engn & Struct Retrofit, Minist Educ, Beijing 100124, Peoples R China
  • [ 5 ] [Lin, Hui]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Beijing Key Lab Earthquake Engn & Struct Retrofit, Minist Educ, Beijing 100124, Peoples R China

Reprint Author's Address:

  • [Li, Yue]Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing 100124, Peoples R China;;

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Source :

CONSTRUCTION AND BUILDING MATERIALS

ISSN: 0950-0618

Year: 2024

Volume: 452

7 . 4 0 0

JCR@2022

Cited Count:

WoS CC Cited Count: 1

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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