GB/T 35604-2017《绿色产品评价 建筑玻璃》修订建议

在梳理国际主流绿色产品评价体系的基础上,结合国内建筑玻璃行业特点,对GB/T 35604-2017《绿色产品评价建筑玻璃》提出合理化修订建议,以便保持建筑玻璃绿色产品评价标准先进性,提升建筑玻璃行业绿色管理水平,为消费者提供更多绿色高端产品,促进国内企业更好参与国际竞争。     

“双一流”背景下建环专业创新创业能力培养效果评价标准

随着国家“双一流”建设方案的实施,创新创业教育成为建设一流本科教育、一流学科、一流大学,以及全面提升教学水平和人才培养质量的重要现实需求。为充分保证创新创业教育质量,对创新创业教育能力培养效果开展科学评价显得尤为重要。然而,在现阶段本科生人才培养方案的课程要求中,特别是对创新创业课程的学习效果要求,至今尚未形成相应的评价标准。围绕高等学校创新创业教育的主题与课程,重点分析课程指导团队、教学计划及考核评价特点,举例说明创新创业相关课程中应满足的学习效果要求,阐明创新创业课程类型、学习目标和评估类型之间的关系,构建创新创业教学效果评价标准。以大连理工大学建环专业为例,依托创新创业能力训练与实践（上/下）专创融合课程,应用示范所构建的创新创业教学效果评价标准。在国内首次将该标准融入建环专业本科生人才培养方案,弥补了现有培养方案中缺少量化标准的不足,相关教学经验和成果有望向同类高校相近专业辐射。     

内蒙古官地冰长石—绢云母型银金矿床地质特征及找矿标志

官地银金矿床位于华北地台北缘早古生代造山带内,为一冰长石—绢云母型(低硫型)浅成低温热液矿床。矿床的形成和分布严格受火山机构及与其有关的北西向断裂构造控制,矿体赋存于闪长岩、闪长玢岩、流纹斑岩和隐爆角砾岩内,多呈脉状产出。典型蚀变有硅化、绢云母化、黄铁矿化、冰长石化、碳酸盐化、高岭土化、绿泥石化等,并围绕矿体具有一定的蚀变分带。硅化、冰长石化、隐爆角砾岩以及铁锰帽是其重要的找矿标志,为矿区及其外围找矿指明了方向。     

河南嵩县双元沟铅锌矿地质特征及找矿方向

河南省嵩县双元沟铅锌矿位于华北陆块南缘外方山断隆带上,华北陆块南缘多金属成矿带的东段,黄庄—付店—土门钼铅锌银金成矿带内,矿体赋存于NE向或者与SW向构造带交汇处,呈脉状、透镜状;矿体形态、产状严格受断裂带控制,断裂交汇处为富厚矿体赋存的有利部位,矿床围岩蚀变较弱,铅锌矿以硅化、钾化为主,少量绿泥石化、褐铁矿化。钼铅矿以硅化、萤石矿化、碳酸盐化为主,次为锰矿化、黄铁矿化。为中—低温石英脉型铅锌矿床。     

新疆托克逊县黑山钨钼金矿床地质特征、成矿期次及矿床成因分析

新疆托克逊县黑山钨钼金矿位于塔里木板块北缘活动带之南天山晚古生代陆缘盆地内,具上金下钨钼明显的分带特征,本文通过对黑山钨钼矿区的地层、构造、变质作用及其与矿产的关系,以及矿化带形态、规模、产状及品位变化情况的描述,总结了矿床地质特征、成矿期次及找矿标志,初步研究了矿床成因,对下步找矿具有指导意义。     

松辽盆地南部青一段页岩油甜点评价

松辽盆地南部发育青山口和嫩江两期大规模湖侵,形成青一、二段,嫩一、二段四套广泛发育的页岩层系,其中青一段勘探面积广,暗色泥、页岩厚度大、有机质丰度高、已成熟、是松南页岩油发育的主力层系。笔者以甜点评价为核心,以岩心观察、分析化验、测井评价等为手段,初步认为松南青一段页岩油发育区岩性组合以页岩、泥岩互层为主,局部夹薄层砂岩,其中页岩占地层厚度50%以上,相比泥岩,有机质丰度高,孔隙度、饱和度条件好,页岩与薄砂岩夹层为主力储层;同时,页岩脆性矿物含量较高,且本区普遍存在超压,页岩油成藏条件有利。在此基础上,结合沉积特征,划分两种类型页岩油,初步明确纵向有利层段及平面分布特征,针对两种类型页岩油分别部署探井,试油均获得突破,展现了松辽盆地南部青一段页岩油良好的勘探潜力。     

Design criteria for impact factors based on dynamic on-site data in railway bridges

To evaluate the dynamic behaviours of bridges, many researchers have analysed interactions between vehicles and bridges with numerical methods instead of field loading tests. However, conventional numerical methods take too much time and cost to evaluate the impact factor of bridges in design and maintenance practice. The objective of this study was to propose improved design criteria by using impact factors based on natural frequency rather than span length of railway bridges using dynamic field load-carrying capacity test database. The improved design criteria use a different methodology than that outlined in the International Union of Railway specifications Code. Statistical regressions are applied to more easily estimate the natural frequency of a bridge with a span length of 20?m or longer with steel plate girder or truss superstructures. Calculated impact factors were compared to impact factors obtained from field measurements. Results indicated that the improved method could provide a very reliable estimation for actual impact factors. Since the suggested impact factor criteria are conservative, the proposed method can be used in design and management stages to consider dynamic effects of railway bridges in a more intuitive manner.     

基于声信号处理的窨井盖盗毁检测方法

为遏制偷盗和毁坏窨井盖行为,提出一种利用声信号对窨井盖偷盗和毁坏进行检测的方法。因不同声信号的能量基于频率的分布存在差异,将窨井盖产生的振动声信号进行FFT变换,将变换后的频谱转化为能量谱,利用统计方法确定窨井盖振动声信号能量在频率上的特征分布区间和分布阈值,计算其他干扰声信号的20个最大能量点在该特征区间的概率分布数并与阈值对比,判断窨井盖的振动声是否是遭受盗毁时敲击引起的。实验结果显示:窨井盖敲击声的能量分布与其他声信号具有明显不同,其能量分布的特征频率为48～504 Hz,分布阈值为85%。该方法能够有效识别盗毁窨井盖声音,且在一定信噪比环境下具有较强鲁棒性。     

基于相形成判据和大数据体系的高熵合金设计

简要介绍高熵合金的发展和其相形成判据。针对高熵合金的大数据体系提出一种新的设计形式,设计并研究了一种新的高熵合金。结果表明： AxByC(100-a-b-x-y)DaEb的设计形式比起以往的伪二元系合金形式,如 AxBCDE,更加符合大数据体系的要求。提出的设计方法能够直观快捷的从高熵合金大数据体系中筛选出预期的合金成分。设计的高熵合金,AlCoCrFeMo0.05Ni2,与目标合金相符,且在700℃下有很好的应用前景。     

Performance of a cured-in-place pressure pipe liner passing through a pipe section without structural integrity

The performance of a cured-in-place pipe (CIPP) liner as it spans a section of host pipe that has lost its structural integrity is examined through finite element analyses. Orthotropic and nonlinear analyses are used to examine 3D effects. The 3D analysis is compared to an earlier axisymmetric model. The effects of friction between the liner and the old pipe as well as the orthotropic material properties of the liner are investigated. Failure pressures and unconfined hoop displacements are calculated using failure criteria from ASTM F2207-06 and it is concluded that the liner response is dominated by uniaxial rather than multiaxial strength properties. Lastly, it is recommended that the maximum stress criterion be used over the interactive stress criterion for this loading condition.