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碱激发预制建筑再生混凝土粉用于泡沫轻质土的研究

Study on Alkali-Activated Prefabricated Building Recycled Concrete Powder for Foamed Lightweight Soils.

作者信息

Xiao Yao, Wu Zhengguang, Gong Yongfan

机构信息

Suzhou Polytechnic Institute of Agriculture, Suzhou 215008, China.

College of Civil Science and Engineering, Yangzhou University, Yangzhou 225127, China.

出版信息

Materials (Basel). 2023 Jun 2;16(11):4167. doi: 10.3390/ma16114167.

Abstract

The advantage of a prefabricated building is its ease of construction. Concrete is one of the essential components of prefabricated buildings. A large amount of waste concrete from prefabricated buildings will be produced during the demolition of construction waste. In this paper, foamed lightweight soil is primarily made of concrete waste, a chemical activator, a foaming agent, and a foam stabilizer. The effect of the foam admixture on the wet bulk density, fluidity, dry density, water absorption, and unconfined compressive strength of the material was investigated. Microstructure and composition were measured by SEM and FTIR. The results demonstrated that the wet bulk density is 912.87 kg/m, the fluidity is 174 mm, the water absorption is 23.16%, and the strength is 1.53 MPa, which can meet the requirements of light soil for highway embankment. When the foam content ranges from 55% to 70%, the foam proportion is increased and the material's wet bulk density is decreased. Excessive foaming also increases the number of open pores, which reduces water absorption. At a higher foam content, there are fewer slurry components and lower strength. This demonstrates that recycled concrete powder did not participate in the reaction while acting as a skeleton in the cementitious material with a micro-aggregate effect. Slag and fly ash reacted with alkali activators and formed C-N-S(A)-H gels to provide strength. The obtained material is a construction material that can be constructed quickly and reduce post-construction settlement.

摘要

预制建筑的优点在于其易于施工。混凝土是预制建筑的基本组成部分之一。在建筑垃圾拆除过程中,会产生大量来自预制建筑的废弃混凝土。本文中,泡沫轻质土主要由混凝土废料、化学活化剂、发泡剂和泡沫稳定剂制成。研究了泡沫外加剂对该材料的湿堆积密度、流动性、干密度、吸水率和无侧限抗压强度的影响。通过扫描电子显微镜(SEM)和傅里叶变换红外光谱仪(FTIR)对微观结构和成分进行了测定。结果表明,其湿堆积密度为912.87千克/立方米,流动性为174毫米,吸水率为23.16%,强度为1.53兆帕,能够满足公路路堤轻质土的要求。当泡沫含量在55%至70%范围内时,随着泡沫比例增加,材料的湿堆积密度降低。过度发泡还会增加开孔数量,从而降低吸水率。在较高的泡沫含量下,浆料成分减少且强度降低。这表明再生混凝土粉末在作为具有微集料效应的胶凝材料中的骨架时并未参与反应。矿渣和粉煤灰与碱活化剂反应并形成C-N-S(A)-H凝胶以提供强度。所获得的材料是一种能够快速施工并减少施工后沉降的建筑材料。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6771/10254605/34b00e062cc0/materials-16-04167-g001.jpg

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