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利用建筑拆除废物中的环保再生粉末制备应变硬化水泥基复合材料(SHCC)及其性能测定。

Using Eco-Friendly Recycled Powder from CDW to Prepare Strain Hardening Cementitious Composites (SHCC) and Properties Determination.

作者信息

Wang Wan, Wu Huixia, Ma Zhiming, Wu Ruixue

机构信息

Department of Civil Engineering, Tongji Zhejiang College, Jiaxing 314051, China.

Department of Structural Engineering, Tongji University, Shanghai 200092, China.

出版信息

Materials (Basel). 2020 Mar 4;13(5):1143. doi: 10.3390/ma13051143.

Abstract

Using eco-friendly recycled brick powder (RBP) derived from waste brick to prepare strain hardening cementitious composites (SHCC) provides a new way of recycling the construction and demolition waste (CDW), and the dosage of cement in SHCC can be decreased. This paper investigated the micro-properties and mechanical properties of SHCC containing RBP by a series of experiments. The results showed that RBP had typical characteristics of supplementary cementitious material (SCM). The addition of RBP increased the SiO content and decreased the hydration products in cementitious materials; in this case, the mechanical properties of mortar decreased with increasing RBP replacements, and a linear relationship was observed between them. It was noticed that the adverse effect of RBP on the mechanical properties decreased with increasing PVA fiber content in mortar. For SHCC containing various RBP replacements, the ultimate load increased, and the ultimate displacement decreased with increasing curing days. When using RBP to replace cement by weight, the ultimate displacement increased with the addition of RBP. Meanwhile, there was no significant reduction in the ultimate load of SHCC. When using RBP to replace fly ash (FA) by weight, the incorporation of RBP decreased the ultimate displacement of SHCC, whereas the ultimate load was improved. For example, the ultimate load and displacement of SHCC with 54%RBP were 17.6% higher and 16.4% lower, respectively, than those of SHCC with 54% FA.

摘要

利用废弃砖块衍生的环保再生砖粉(RBP)制备应变硬化水泥基复合材料(SHCC),为建筑废弃物(CDW)的回收利用提供了一种新途径,且可降低SHCC中水泥的用量。本文通过一系列实验研究了含RBP的SHCC的微观性能和力学性能。结果表明,RBP具有辅助胶凝材料(SCM)的典型特征。RBP的加入增加了胶凝材料中的SiO含量,降低了水化产物;在这种情况下,砂浆的力学性能随RBP替代量的增加而降低,且二者呈线性关系。值得注意的是,随着砂浆中PVA纤维含量的增加,RBP对力学性能的不利影响减小。对于含不同RBP替代量的SHCC,极限荷载随养护天数的增加而增大,极限位移随养护天数的增加而减小。当用RBP按重量替代水泥时,极限位移随RBP的加入而增大。同时,SHCC的极限荷载没有显著降低。当用RBP按重量替代粉煤灰(FA)时,RBP的掺入降低了SHCC的极限位移,而极限荷载得到改善。例如,含54%RBP的SHCC的极限荷载和位移分别比含54%FA的SHCC高17.6%和低16.4%。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/58e3/7085000/15c15dc028d0/materials-13-01143-g001.jpg

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