Properties of Concrete With Recycled Construction and Demolition Waste:A Research Experience in Belg

来源 :第八届结构工程新进展论坛 | 被引量 : 0次 | 上传用户:l398655579
下载到本地 , 更方便阅读
声明 : 本文档内容版权归属内容提供方 , 如果您对本文有版权争议 , 可与客服联系进行内容授权或下架
论文部分内容阅读
  Construction waste management is a quite important economic and environmental deal for our societies.More than 2 million tons demolition and construction waste are annually produced only in Wallonia,Southern Region of Belgium;recycling has clearly to be promoted.Waste concrete blocks were crushed in the laboratory by a jaw crusher and the different fractions of laboratory produced recycled concrete aggregate (RCA) were characterized by measuring the hardened cement paste content,the density,the porosity and the water absorption.Results clearly show that,the recycled sands possessed significantly higher cement paste content and higher water absorption than coarse RCA.Then,concrete blocks with different substitutions (0%,30%,100%) of natural aggregate by the same volume fraction of RCA were manufactured.The fresh properties (slump,density,air content),and mechanical properties (compressive strength) were studied.The compressive strength of concrete decreased as the substitution of RCA increased.Results show that the compressive strength of concrete made with 100% RCA could reach 8 MPa after 28 days.Therefore,the use of RCA obtained from old blocks in the production of new blocks can be envisaged depending on their class of exposure and the grade requirement.Moreover,the influence of the fine recycled concrete aggregates (FRCA) on the mechanical and durability properties of concrete was studied.The industrial FRCA produced from recycling center was used to cast concrete.The concretes with different substitutions (0%,30%,100%) of natural sand by the FRCA were manufactured.Mechanical properties (compressive strength) and durability properties (capillary absorption,carbonation depth,and freeze/thaw resistance) were investigated.The results confirm that the compressive strength of concrete decreased as the substitution of FRCA increased.Durability of concrete could be strongly influenced by the high porosity and water absorption of fine recycled concrete aggregates.
其他文献
对目前应用较广的几种预应力锚索的结构型式和应力分布特点进行了比较分析,得出了“拉力型、压力型预应力锚索存在应力集中问题.拉力分散型、压力分散型、拉压复合型预应力锚索的锚固段应力分布均匀,能提高地层强度和钢绞线材料强度的利用率.预应力锚索的锚固荷载受孔口段地层强度制约”的结论.介绍了一种新型的“端头分段自锁型预应力锚索”,新型锚索的锚固荷载由自锚荷载和外锚头荷载共同承担,克服了传统锚索的缺陷.
建筑工程的质量安全问题是关系到民生与经济的重大问题,它的凸显与上升态势直接反映了我国在管理与技术上的不合理判断与贯彻落实的差距.很多时候,我国在基坑边坡施工这一初始阶段就走上了歧路.本文旨在对基坑边坡塌方事故这一工程质量问题,结合具体案例与亲身实践,分析其事故原因,在此基础上,深入研究建筑工程管理创新与技术落实的必要性,并结合管理与技术提出相应解决方案,而管理的目的是变复杂于简单.
现行的相关规范中对地下室抗浮锚杆设计没有统一规定.通过对相关规范的比较,详细论述了锚杆的设计方法及参数选用,并对工程抗浮锚杆计算方法的选择给出了适当的建议.
锦屏一级水电站坝岸边坡拉裂破碎岩体,全剖面采用压力分散型锚索加固.为了研究强卸荷拉裂岩体边坡群锚效应,本文根据相似理论进行材料配备,研制了物理试验模型,参考现场锚索张拉试验进行了多级加载,设置单锚、群锚对比试验,并布置了应力计和位移计进行监测.单锚试验得出:内锚固端剪应力、轴力分布不均匀;锚索应力影响区10cm,靠近锚索监测点应力变化大.对比试验得出:群锚试验中各监测点位移、应力与单锚试验相比有很
玄武岩纤维增强复合材料(BFRP)锚杆是一种由树脂和玄武岩纤维复合而成的新型材料,与传统钢筋相比具有强度高、耐腐蚀性强和抗震性能优越的特点.基于不同直径BFRP锚杆在不同强度围岩材料中的室外拉拔试验,利用改进的应变测试元件对锚固系统内部空间应力传递现象进行分析,为BFEP锚杆的推广应用和设计提供理论基础.试验结果表明:同种围岩材料中,锚固系统界面应力沿轴向和径向的衰减速度均与BFRP锚杆的直径有关
囊式扩体锚杆技术是一项具有技术、经济、环保优势的新型扩体锚固技术,应用该技术体系能够大幅度提升锚固结构体系的安全性与耐久性.经过大量的试验研究和工程实践,岩土锚固工程界逐渐认识了深埋囊式扩体锚杆的承载变形性状所特有的加工硬化特征,且扩体锚固段端承力对锚杆承载力拥有决定性的贡献.结合宁波工程项目进行了囊式扩体锚杆现场足尺试验研究,并分析讨论了这种新型扩体锚杆的试验结果及其工作特性.
水利水电建设中,无论如何选择坝址,都会遇到错动带处理相关问题.针对错动带的处理,根据不同的岩层,出露于不同的部位而处理的方案也不尽相同.在大型地下洞室群内遇到错动带,严重影响洞室围岩稳定,一般采用综合的处理技术进行加固.本文从白鹤滩水电站左岸地下厂房C2错动带的地质构造、成因及产状的分析着手,分析对白鹤滩左岸地下厂房上下边墙稳定的影响程度,再分别从开挖回填混凝土置换、高压对穿冲洗、预应力锚杆、钢筋
Previous researches have pointed out that recycled aggregate concrete (RAC) has inferior properties because of the old mortar attached to the recycled aggregate (RA).In order to promote the structural
This study presents the results of a laboratory investigation on the influence of incorporating coarse recycled concrete aggregates obtained from concrete subjected to up to three cycles of recycling
Two-dimensional (2D)ultrathinnanomaterials have demonstrated great potential as reinforcing materials for high performance composites.Besides the extraordinary mechanical properties,another prominent