边坡支护施工技术在肯尼亚某大坝工程中的应用

肯尼亚斯瓦克大坝项目位于肯尼亚东南部,是通过修建一座混凝土面板堆石坝蓄水,开发河水资源用以供水、发电和灌溉多功能一体化的工程。苏州中材建设有限公司负责施工的溢洪道土石方开挖,涉及溢洪道两边边坡支护技术。文章详细介绍了该工程的边坡支护施工过程,提出了其施工质量保证措施和支护工程质量通病处理工艺及措施。     

水泥辊压机终粉磨系统的工业化应用

介绍了水泥辊压机终粉磨系统及运行情况,与辊压机联合粉磨系统生产的水泥以及所配制的混凝土进行了对比,水泥辊压机终粉磨系统电耗大幅降低,两种水泥所配制的混凝土性能相当。     

基于Druck-Prager和MISO模型的混凝土 三轴压缩行为有限元模拟

本文采用有限元分析软件ANSYS模拟了不同围压(0,25.5,51.2 MPa)条件下素混凝土圆柱试样压缩响应特征。首先,综合对比分析了Druck-Prager模型及多线性强化(MISO)模型的模拟效果。此外,进一步基于MISO模型分析了混凝土试件端部约束条件对模拟结果的影响。最终得到的主要结论包括:(1)单轴压缩条件下,有限元模拟结果与试验结果一致性较好,且Druck-Prager模型更适宜模拟混凝土体应变特征;(2)施加围压时,MISO模型所得抗压强度较保守,而Druck-Prager模型高估了混凝土抗压强度;(3)就MISO模型而言,端部摩擦约束对混凝土应力—应变曲线无显著影响,但会加剧混凝土体积膨胀(剪胀)。     

人工砂混凝土性能试验研究

采用正交试验方法配制了不同人工砂取代率、石粉含量、粉煤灰含量的混凝土, 对比了每组混凝土的坍落度, 研究了3 d、28 d龄期混凝土的抗压性能。结果表明: 最优配比的人工砂取代率、石粉含量和粉煤灰含量分别为10%、3%和5%, 此时28 d抗压强度为40.1 MPa, 满足30 MPa的混凝土设计强度。     

大宗粉煤灰的综合利用及提质方案

对于大宗粉煤灰原灰进行分选加球磨机粉磨，同时添加合适的激发剂进行提质，可以生产出不同细度和活性的粉煤灰产品，提升粉煤灰在水泥及商品砼中的用量。介绍了某发电公司的粉煤灰处置现状，在此基础上，对商品砼的粉煤灰性能要求进行了大量市场调研，针对性地给出了该公司粉煤灰的提质方案，最后进行了提质粉煤灰的应用市场和产品竞争力分析。     

Failure of reinforced concrete and tuff stone masonry buildings as consequence of hydrogen pipeline explosions

Pipelines are the most efficient method of transporting large quantities of hydrogen, and the low volumetric energy density of gaseous hydrogen requires that the gas must be compressed to extremely high pressure to be used as a transport fuel. The failure of high pressure hydrogen gas pipelines and subsequent explosion may induce heavy damage to buildings. In this paper, such an issue is addressed for existing reinforced concrete framed buildings and tuff stone masonry buildings. Physical features such as the gas jet release process, flammable cloud size, blast generation and propagation, and explosion effects on structural components of buildings are considered and evaluated through the SLAB integral model, Multi-Energy Method and pressure‒impulse diagrams. Damage to both types of structural components was evaluated and the maximum distance of blast damage was derived in several environmental conditions, contributing to land-use planning and performance-based design/assessment of pipelines and buildings.     

第八届全国工程爆破学术会议征文通知

介绍了在复杂环境中采用控制爆破技术拆除2组钢筋混凝土结构楼梯扶手,论述了工程方案参数设计及主要安全措施。拟拆除扶手为钢筋混凝土墙体,厚30cm,墙体布置2层钢筋,纵向钢筋为Φ15mm,间距15cm,横向钢筋为Φ12mm,间距20cm,因墙体较薄,钢筋密集,沿墙面水平向钻孔,施工难度大,采取剔除墙端部箍筋,沿墙体垂直钻孔,孔间距30cm,采用不耦合装药结构。扶手墙体不规则,需分区段确定孔深,由于扶手底座混凝土需要保护,孔底填充缓冲材料,采用非电导爆管雷管逐段孔外接力起爆。利用炮被(橡胶轮胎制作)进行覆盖防护,使爆破飞石控制在被爆体周围2³m范围内,同时在距被爆体周围2m范围搭设防护排架,铺设竹席、棉被和草帘等进行隔离防护,确保爆破飞散物不飞出防护层外,爆破后达到预期的爆破效果。     

Polarization and coherence in the Hanbury Brown–Twiss effect

We study the correlation of intensity fluctuations in random electromagnetic beams, the so-called Hanbury Brown–Twiss effect (HBT). We show that not just the state of coherence of the source, but also its state of polarization has a strong influence on the far-zone correlations. Different types of sources are found to have different upper bounds for the normalized HBT coefficient.     

A Minimalist Single-Layer Metasurface for Arbitrary and Full Control of Vector Vortex Beams

Vector vortex beams (VVBs) possess ubiquitous applications from particle trapping to quantum information. Recently, the bulky optical devices for generating VVBs have been miniaturized by using metasurfaces. Nevertheless, it is quite challenging for the metasurface-generated VVBs to possess arbitrary polarization and phase distributions. More critical is that the VVBs' annular intensity profiles demonstrated hitherto are dependent on topological charges and are hence not perfect, posing difficulties in spatially shared co-propagation of multiple vortex beams. Here, a single-layer metasurface to address all those aforementioned challenges in one go is proposed, which consists of two identical crystal-silicon nanoblocks with varying positions and rotation angles (i.e., four geometric parameters throughout). Those four geometric parameters are found to be adequate for independent and arbitrary control of the amplitude, phase, and polarization of light. Perfect VVBs with arbitrary polarization and phase distributions are successfully generated, and the constant intensity profiles independent of their topological charges and polarization orders are demonstrated. The proposed strategy casts a distinct perception that a minimalist design of just one single-layer metasurface can empower such robust and versatile control of VVBs. That provides promising opportunities for generating more complex vortex field for advanced applications in structural light, optical micromanipulation, and data communication.     

中空夹层金属管混凝土构件侧向冲击试验研究

为提高海洋平台结构的抗冰能力，提出一种新型中空夹层金属管混凝土导管腿构件。通过理论分析、数值模拟和试验相结合，研究不同外钢管材料（Q345钢、奥氏体304级不锈钢和T6061铝合金）对中空夹层钢管混凝土构件的影响。通过单次冲击和连续冲击两种加载方式进行加载，并与钢质空心导管腿进行对比，试验结果发现：组合构件抗冲击性能优于空管构件，铝合金组合构件整体抗冲击能力较差，不锈钢单次冲击作用下极限承载能量高达18.83 kJ以上，小能量连续冲击作用下承载冲击次数最多，不锈钢组合构件抗冲击力学性能最好。结合有限元ABAQUS软件，对单次冲击构件建模并得出计算结果，与试验结果基本吻合。