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Short glass fiber reinforced polymer concrete with addition of waste cathode-ray tube (CRT) glass 短玻璃纤维增强聚合物混凝土添加废弃阴极射线管(CRT)玻璃
IF 0.7 4区 工程技术 Q3 Engineering Pub Date : 2022-01-01 DOI: 10.32047/cwb.2022.27.2.2
J. Smoleń, Klaudia Tomaszewska, G. Junak, M. Kozioł
This paper describes the use of CRT glass waste for the production of polymer concrete. The CRT glass was subjected to a multistage mechanical disintegration process, in a way that allowed obtaining grains smaller than 2 mm. A set of hybrid reinforced polymer concrete was produced by using: ground CRT glass, sand and cut glass fibers 4.5 mm and 12 mm long. The influence of the volume of fibers and the length of glass fibers on the properties of polymer concrete with 30% by volume of epoxy resin, acting as a binder was described. Tests of CRT glass were carried out, among others study of chemical composition, particle size distribution and analysis of grain morphology. For polymer concrete, the flexural strength and compressive strength were determined, and the open porosity, apparent density, and water absorption were examined. The test results showed that polymer concrete with the use of milled CRT glass is a good way to manage this problematic waste. The polymer concrete has several times better than traditional concretes and significantly lower porosity and water absorption, which makes this material advantageous in applications such as the production of thin-walled products and products exposed to water and chemical attack. The addition of chopped glass fibers leads to an increase in mechanical properties and also protects the material against rapid disintegration after exceeding the maximum tresses, which is extremely important for the safety of use of the structure in the event of a failure.
本文介绍了利用CRT玻璃废料生产聚合物混凝土的情况。CRT玻璃经受了多阶段的机械解体过程,以一种允许获得小于2毫米颗粒的方式。采用磨碎的CRT玻璃、砂和切割的玻璃纤维(长4.5 mm和12 mm)制备了一套混合增强聚合物混凝土。研究了以30%体积比的环氧树脂为粘结剂时,纤维体积和玻璃纤维长度对聚合物混凝土性能的影响。对阴极射线管玻璃进行了化学成分、粒度分布和晶粒形貌分析等测试。测定了聚合物混凝土的抗折强度和抗压强度,并对其开孔率、表观密度和吸水率进行了测试。试验结果表明,聚合物混凝土与磨铣CRT玻璃的使用是一个很好的方法来管理这一问题废物。聚合物混凝土的性能比传统混凝土好几倍,并且孔隙率和吸水性显著降低,这使得这种材料在薄壁产品和易受水和化学侵蚀的产品的生产中具有优势。添加短切玻璃纤维可以提高机械性能,并保护材料在超过最大应力后不会迅速分解,这对于发生故障时结构的使用安全至关重要。
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引用次数: 0
Current situation and further development of AAC in Europe 欧洲AAC的现状及进一步发展
IF 0.7 4区 工程技术 Q3 Engineering Pub Date : 2022-01-01 DOI: 10.32047/cwb.2022.27.3.1
Robert Turski, W. Rogala
The article presents the current situation of the industry manufacturing autoclaved aerated concrete and the possibilities for further development. It presents a roadmap for the industry to achieve net-zero-emission during production and life cycle till 2050, and discusses the sources of carbon dioxide emissions in the production of AAC and methods, which can be taken to reduce them. The article also discusses ways to increase the competitiveness of the AAC manufacturing industry as well as current and future ways of using digitisation and mechanisation on construction sites.
本文介绍了蒸压加气混凝土工业的现状和进一步发展的可能性。提出了行业到2050年在生产和生命周期实现净零排放的路线图,并讨论了AAC生产过程中二氧化碳排放的来源和减少二氧化碳排放的方法。文章还讨论了提高AAC制造业竞争力的方法,以及在建筑工地使用数字化和机械化的当前和未来方法。
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引用次数: 0
Influence of the aggregate type on delayed ettringite formation 集料类型对延迟钙矾石形成的影响
IF 0.7 4区 工程技术 Q3 Engineering Pub Date : 2022-01-01 DOI: 10.32047/cwb.2022.27.2.5
Z. Owsiak
The studies carried out aimed to define the influence of the aggregate type on the simultaneous occurrence of the alkali-silica reaction and delayed ettringite formation. In their composition, sand or calcium aggregate and aggregates containing 6% opal with graining of 0.5 to 1.0 mm, were used. Mortars from each type of aggregate and Portland cement containing 1.2% Na2Oe and 4.5% SO 3 were prepared, and then cured in water at 90°C. Studies have shown a great influence of the type of aggregate on the expansion caused by the delayed ettringite formation. In this case, the calcium aggregate visibly reduces the expansion of a mortar caused by delayed ettringite formation, while it has a much smaller influence on the expansion of the bars, caused by the potassium reaction with opal. Microstructure observations have shown that sodium-potassium-calcium silicate gel and ettringite around the aggregate grains, are responsible for expansion in the case of sand with opal addition.
这些研究旨在确定骨料类型对碱-硅反应同时发生和延迟钙矾石形成的影响。在其组成中,使用砂或钙骨料和含有6%蛋白石的骨料,粒度为0.5至1.0 mm。采用含1.2% Na2Oe、4.5% so3的各类骨料和硅酸盐水泥配制砂浆,在90℃的水中固化。研究表明,骨料类型对钙矾石延迟形成引起的膨胀有很大影响。在这种情况下,钙骨料明显地减少了由钙矾石延迟形成引起的砂浆膨胀,而对钾与蛋白石反应引起的棒材膨胀的影响要小得多。显微结构观察表明,在添加蛋白石的情况下,聚集体颗粒周围的硅酸钠钾钙凝胶和钙矾石是导致砂土膨胀的主要原因。
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引用次数: 0
Features of non-destructive testing of existing masonry structures made of autoclaved aerated concrete units 既有蒸压加气混凝土砌体结构无损检测特点
IF 0.7 4区 工程技术 Q3 Engineering Pub Date : 2022-01-01 DOI: 10.32047/cwb.2022.27.3.3
R. Jasiński, Ł. Drobiec, W. Mazur
The article describes the possibilities of non-destructive testing of existing structures, made of autoclaved aerated concrete [AAC] masonry units. Relationships that allow the determination of the normalized compressive strength of autoclaved aerated concrete, were developed with the MDT semi-non-destructive method. The general form of the Neville curve, known from the diagnosis of plain concrete was used, which was calibrated to AAC of nominal density classes 400, 500, 600 and 700. The tests were performed and additional empirical relationships were built, to allow for the influence of density and moisture. Moreover, an ultrasonic non-destructive NDT method calibrated on standard cubic 100 × 100 ×100 mm samples of various densities and moisture, is presented. In addition to the non-destructive ultrasound method, the sclerometric method, calibrated on the entire masonry elements, limited to one nominal density of 600 kg/m3 with varying moisture, was also used. A practical application of AAC strength assessment in the existing masonry structure, has been presented.
本文描述了现有结构无损检测的可能性,由蒸压加气混凝土[AAC]砌体单元制成。关系,允许确定蒸压加气混凝土的归一化抗压强度,开发与MDT半无损方法。内维尔曲线的一般形式,从普通混凝土的诊断已知,它被校准到标称密度等级400、500、600和700的AAC。进行了测试并建立了额外的经验关系,以考虑密度和湿度的影响。此外,提出了一种针对不同密度和湿度的标准立方100 ×100 ×100 mm样品的超声无损检测方法。除了非破坏性超声方法外,还使用了对整个砌体构件进行校准的硬度法,该方法在不同湿度下的标称密度限制为600 kg/m3。介绍了AAC强度评定在既有砌体结构中的实际应用。
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引用次数: 0
Formation of geopolymeric materials properties depending on the molar modules of SiO2/Al2O3 and SiO2/Na2O SiO2/Al2O3和SiO2/Na2O的摩尔模对地聚合物材料性质的影响
IF 0.7 4区 工程技术 Q3 Engineering Pub Date : 2022-01-01 DOI: 10.32047/cwb.2022.27.2.3
Szymon Sikora, Karol Skowera, Mariusz Hynowski, Z. Rusin
The construction sector is responsible for around 37% of global emissions of the carbon dioxide to the atmosphere. Therefore, reducing gas emissions, in this construction sector, is particularly important ,given the progressing climate change. For this reason, limiting its emissions and limiting the emission of other greenhouse gases in this sector, is of particular importance in view of the progress of climate change. It is important that new construction products have less impact on the environment during their entire life cycle, and their production has been decoupled from the use of primary energy. In this work, selected properties of geopolymeric materials were examined. Geopolymers are inorganic aluminosilicate polymers with an amorphous microstructure, which may be an alternative in certain applications, for products based on Portland cement. Here, the properties of geopolymer mortars, i.e. porosity, microstructure and mechanical strength, were compared. The influence of the composition of reaction mixture on these properties, defined by the appropriate SiO2/Al2O3 and SiO2/Na2O molar ratios, was also defined. The results show that increasing the content of SiO2 in relation to Al2O3 in the composition of the reaction mixture, reduces porosity. Thus, leading to a more compact microstructure and higher mechanical strength. A similar effect occurs when a higher NaOH solution concentration is used, in comparison to the sodium silicate [Na2SiO3] solution.
建筑业向大气中排放的二氧化碳约占全球的37%。因此,考虑到不断发展的气候变化,减少建筑行业的气体排放尤为重要。因此,鉴于气候变化的进展,限制其排放和限制该部门其他温室气体的排放尤为重要。重要的是,新的建筑产品在其整个生命周期中对环境的影响较小,并且它们的生产已经与一次能源的使用脱钩。在这项工作中,选定的地聚合物材料的性能进行了测试。地聚合物是具有无定形微观结构的无机铝硅酸盐聚合物,在某些应用中可能是基于波特兰水泥的产品的替代品。本文对地聚合物砂浆的孔隙率、微观结构和力学强度等性能进行了比较。反应混合物的组成对这些性能的影响,由适当的SiO2/Al2O3和SiO2/Na2O摩尔比定义,也被定义。结果表明:随着反应混合物中SiO2与Al2O3含量的增加,孔隙率降低;从而获得更致密的微观结构和更高的机械强度。与硅酸钠[Na2SiO3]溶液相比,使用较高浓度的NaOH溶液也会产生类似的效果。
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引用次数: 2
Experimental investigation on influence of hybrid fibers in flexural behavior of reinforced concrete beams 混杂纤维对钢筋混凝土梁受弯性能影响的试验研究
IF 0.7 4区 工程技术 Q3 Engineering Pub Date : 2022-01-01 DOI: 10.32047/cwb.2022.27.1.5
R. Shanthi Vengadeshwari, H. J. Jagannatha Reddy, R. Prabhakara
Addition of fiber is a promising solution, to enhance the flexural behaviour of reinforced cement concrete [RCC] beams. It improves the peak load, ductility and energy absorption characteristics of RCC. Ineffective mono fibers in the concrete perform very effective, when combined through the hybridization and contribute towards the strength. Fiber hybridization offers appreciable improvement in fresh and hardened properties of concrete. To achieve optimum performance, synergetic effect of fibers is more important. Incorporation of two fibers in concrete matrix, bridges the cracks effectively. Hence to investigate the effect fiber hybridization in the flexural performance, RCC beams were cast, experimented and the results were compared with the control beams. In the present study, it is intended to evaluate and compare the impact of steel and basalt fibers in mono form and hybrid form, on the flexural parameters such as first crack load, load response behaviour, ductility, crack width and flexural strength of RCC beams. To evaluate the mechanical properties of M40 grade fiber reinforced concrete, volume fractions chosen were 0.25%, 0.5% and 0.75%. Comparatively addition of basalt fibers with steel fibers, improves synergetic response to a considerable extent. From overall assessment of the mechanical properties, it was established that the combination of basalt and steel fibers at 0.25% and 0.75% respectively, produced optimum results. Optimum volume fraction of fibers identified is used in the casting of RCC beams. Wherever possible, flexural parameters were cross checked, with Indian Standards.
加入纤维是一种很有前途的解决方案,以提高钢筋水泥混凝土梁的抗弯性能。提高了碾压混凝土的峰值荷载、延性和吸能特性。混凝土中无效的单纤维在通过杂交结合并增加强度时表现非常有效。纤维杂交可显著改善混凝土的新鲜和硬化性能。为了达到最佳性能,纤维的协同作用更为重要。在混凝土基体中掺入两种纤维,有效地弥合裂缝。为此,为了研究纤维杂交对碾压混凝土梁抗弯性能的影响,进行了浇铸试验,并与对照梁进行了对比。在本研究中,旨在评估和比较钢和玄武岩纤维在单一形式和混合形式下对碾压混凝土梁的弯曲参数的影响,如首次裂缝荷载、荷载响应行为、延性、裂缝宽度和抗弯强度。为评价M40级纤维混凝土的力学性能,选择体积分数分别为0.25%、0.5%和0.75%。与钢纤维相比,玄武岩纤维的加入在很大程度上改善了协同响应。综合力学性能评价,得出玄武岩与钢纤维掺量分别为0.25%和0.75%时效果最佳。确定的最佳纤维体积分数用于碾压混凝土梁的浇筑。只要有可能,弯曲参数交叉检查,与印度标准。
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引用次数: 1
The infl uence of cement on the environmental performance of construction products on the example of cementitious adhesives – External Thermal Insulation Composite Systems [ETICS] components 水泥对建筑产品环境性能的影响,以水泥胶粘剂-外保温复合系统[ETICS]组件为例
IF 0.7 4区 工程技术 Q3 Engineering Pub Date : 2022-01-01 DOI: 10.32047/cwb.2022.27.1.2
Sebastian Czernik, Bartosz Michałowski, J. Tomaszewska, J. Michalak
The construction sector is one of the branches of the economy with a significant impact on the environment. It uses a vast amount of different raw materials. Also, it produces substantial amounts of waste and emits high amounts of greenhouse gases into the atmosphere. Reducing the energy consumption and emissivity of buildings, decarbonizing existing energy sources, optimizing the use of renewable energy, and minimizing the carbon footprint of materials and construction works are imperative to counteract climate change. It is also a minimum plan for ensuring sustainable social development. The current environmental policy in the construction sector is insufficient and it results from the legal regulations currently in force. Assessment of construction products for the seventh basic requirement, sustainable use of natural resources, is voluntary and almost always neglected. Assessment tools, such as Type III Environmental Product Declarations [EPDs] for construction products, are not widely used. Moreover, these documents are poorly recognizable among consumers, proving that there is still insufficient environmental awareness. In addition, the emerging differences in environmental impact indicators values specified in environmental declarations, resulting from using differentiated approaches in setting system boundaries or the quality of available generic data, do not support the proper development of knowledge about the impact of construction products on the environment. In this work, an analysis of the environmental impact of cement, which is a component of adhesives used in the External Thermal Insulation Composite System [ETICS], was carried out. The study on four indicators, i.e., global warming potential [GWP], soil and water acidification potential [AP], eutrophication potential [EP], and tropospheric ozone formation potential [POCP], was performed.
建筑业是对环境有重大影响的经济部门之一。它使用了大量不同的原材料。此外,它产生了大量的废物,并向大气中排放了大量的温室气体。减少建筑物的能源消耗和排放,使现有能源脱碳,优化可再生能源的使用,并尽量减少材料和建筑工程的碳足迹,这些都是应对气候变化的必要措施。它也是确保可持续社会发展的最低限度计划。目前建筑行业的环境政策是不充分的,这是由现行的法律规定造成的。对建筑产品的第七个基本要求——自然资源的可持续利用——的评估是自愿的,几乎总是被忽视。评估工具,如建筑产品的III类环境产品声明(EPDs),并没有被广泛使用。此外,消费者对这些文件的认可度较低,证明环保意识仍然不足。此外,由于在设定系统边界或现有一般数据的质量方面使用不同的方法,环境声明中规定的环境影响指标值出现了差异,这不利于适当发展关于建筑产品对环境影响的知识。在这项工作中,对水泥的环境影响进行了分析,水泥是外保温复合系统[ETICS]中使用的粘合剂的一种成分。对全球变暖潜势(GWP)、土壤和水体酸化潜势(AP)、富营养化潜势(EP)和对流层臭氧形成潜势(POCP) 4个指标进行了研究。
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引用次数: 0
Performance of concrete containing recycled masks used for personal protection during SARS-CoV-2 coronavirus pandemic 含SARS-CoV-2冠状病毒大流行期间用于个人防护的再生口罩的混凝土性能
IF 0.7 4区 工程技术 Q3 Engineering Pub Date : 2022-01-01 DOI: 10.32047/CWB.2022.27.1.1
M. Koniorczyk, Dalia Bednarsk, Iman Abbasi Nattaj Omrani, A. Masek, S. Cichosz
Alongside with all its difficulties and tragic consequences, the outbreak of the COVID-19 pandemic has also caused a drastic increase in the amount of the generated healthcare wastes. Healthcare wastes can accelerate the further spread of the virus and threaten the health of citizens and the environment. In order to deal with this lateral problem of the on-going pandemic, face-mask wastes were processed and recycled in concrete materials. The objective of this research was to investigate the influences of recycled facemask products on the performance of concrete. To do so, the compressive and splitting tensile strength tests were performed to assess the mechanical behaviour of concrete with and without of the recycled facemask products. Moreover, gas permeability test was conducted on the designed samples before and after exposure to fire temperature, to verify whether the proposed addition provides a similar effect like conventional polypropylene fibres, or not. The results were supplemented with the heat of cement hydration measurements.
除了各种困难和悲剧性后果之外,2019冠状病毒病大流行的爆发还导致产生的医疗废物数量急剧增加。医疗废物可加速病毒的进一步传播,并威胁公民的健康和环境。为了应对持续大流行的这一横向问题,面罩废物被处理并以混凝土材料回收。本研究的目的是探讨再生口罩产品对混凝土性能的影响。为此,进行了抗压和劈裂抗拉强度试验,以评估混凝土的机械性能与不回收面罩产品。此外,还对设计样品在火灾温度下暴露前后进行了透气性测试,以验证所提出的添加剂是否具有与传统聚丙烯纤维相似的效果。结果补充了水泥水化热的测量结果。
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引用次数: 0
Environmentally friendly material solutions in the technology of autoclaved aerated concrete 蒸压加气混凝土技术中的环保材料解决方案
IF 0.7 4区 工程技术 Q3 Engineering Pub Date : 2022-01-01 DOI: 10.32047/cwb.2022.27.3.2
W. Pichór
Autoclaved aerated concrete is an environmentally friendly material. However, the demands of the modern world and, above all, care for the future, necessitate the search for new solutions to minimise negative environmental effects. This paper presents selected solutions for the use of waste materials and by-products from other techniques in autoclaved aerated concrete production, taking into account potential risks and limitations. Attention was also drawn to the use of aerated concrete waste in other methods, primarily as a cement substitute, or concrete additive. The paper is selective in nature due to its volume, but the main purpose is to present trends and directions in the search for new material solutions in this technology.
蒸压加气混凝土是一种环保材料。然而,现代世界的需求,最重要的是对未来的关怀,需要寻找新的解决方案,以尽量减少对环境的负面影响。考虑到潜在的风险和局限性,本文提出了在蒸压加气混凝土生产中使用其他技术产生的废料和副产品的选择解决方案。还提请注意在其他方法中使用加气混凝土废料,主要是作为水泥替代品或混凝土添加剂。由于其体积,该论文具有选择性,但主要目的是介绍在该技术中寻找新材料解决方案的趋势和方向。
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引用次数: 1
Importance of zinc in Portland cement production 锌在硅酸盐水泥生产中的重要性
IF 0.7 4区 工程技术 Q3 Engineering Pub Date : 2022-01-01 DOI: 10.32047/cwb.2022.27.1.4
W. Kurdowski, Paweł Zajd
In laboratory experiments, we found the unexpected influence of zinc addition, which was the acceleration of the Portland cement setting. This untypical cement behaviour was caused by the addition of anhydrite II as the setting time regulator, by its producer. Anhydrite II dissolves very slowly and the sulphate ions concentration in the paste of the hydrating cement, was very low. However, zinc was soluted very quickly and its hydroxide precipitated on the surface of C 3 A crystals, limiting the formation of the continuous ettringite layer. Thus, ettringite is formed in the free areas in the solution, linking the cement grains, with the formation of the quick “ettringite” setting. Ettringite precipitated in the free areas within the solution, binds to the cement grains and causes the ‘quick’ setting of ettringite. However, the alite crystals remain continuously covered by the amorphous layer of Zn(OH) 2 , and under this condition the induction period with water reaction of this phase remains hang-up. The elongation of this period is increasing with the increase in the addition of zinc
在室内实验中,我们发现了锌的意想不到的影响,那就是加速了硅酸盐水泥的凝结。这种不典型的水泥行为是由生产商添加硬石膏II作为凝结时间调节剂造成的。硬石膏溶解速度慢,水化水泥膏体中硫酸盐离子浓度很低。然而,锌的溶解速度非常快,其氢氧化物沉淀在c3a晶体表面,限制了连续钙矾石层的形成。因此,钙矾石在溶液中的自由区域形成,连接水泥颗粒,快速形成“钙矾石”凝结体。钙矾石在溶液中的自由区域沉淀,与水泥颗粒结合,导致钙矾石的“快速”凝固。然而,alite晶体仍然持续被Zn(OH) 2的非晶层所覆盖,在这种情况下,该相与水反应的诱导期仍然处于挂起状态。这一时期的延伸率随着锌添加量的增加而增加
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引用次数: 0
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Cement Wapno Beton
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