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钢码商标在线打印技术的开发及应用 被引量:1
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作者 邓锦祥 《科技创新与应用》 2017年第9期54-55,共2页
简述了钢管在轧制过程,通过设计及改造,采用钢码直接印在钢管的表面,产品再经热镀锌后,钢码清晰可见,从而满足部分客户提出的商标要求,该改造项目主要解决的问题为钢码轮的安装位置以及模具的设计问题。
关键词 钢码在线印制 模具 清晰
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利用香烟包装盒底部“钢码”破案1例
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作者 高林 关国权 张喜鹏 《刑事技术》 2010年第2期27-27,共1页
关键词 香烟包装盒 钢码 侦查
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钢带/钢环光栅码在2.16m望远镜的应用 被引量:1
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作者 田立丽 王金虎 +3 位作者 陈颖为 先树华 李凤云 王红旗 《天文研究与技术》 CSCD 北大核心 2005年第3期170-176,共7页
简要介绍了目前比较流行的新型位置/角度传感器———钢带/钢环光栅码的工作原理;同时着重介绍了它们在2.16m望远镜的安装、使用情况,它改善了望远镜的定位精度和跟踪精度,因此有效地提高了望远镜的工作效率。
关键词 侍感器 带光栅 环光栅
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热轧型钢端面在线自动打码装置开发的建议 被引量:2
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作者 闫树军 何邦贵 +1 位作者 杨丙辉 张志贤 《冶金能源》 2014年第3期60-62,共3页
通过对钢铁市场需求以及中小钢企现状进行分析,结合现有热钢打码技术的优势及不足,指出了现在热钢端面在线自动打码存在的难点,提出了开发步骤,给钢铁企业创新开发新系统提供了一定的支持。
关键词 中小 端面
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墙面抹灰层的防裂漏防空鼓技术 被引量:1
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作者 甘伟 刘启华 《墙材革新与建筑节能》 2002年第12期32-34,共3页
本文对墙面抹灰层防裂漏、防空鼓技术进行了归纳分析,对抹灰层易开裂、空鼓的灰砂砖等墙体提出采用钢码防裂、防空鼓的方法,并阐述了其作用的机理。
关键词 墙面 抹灰层 防裂 防空鼓 钢码防裂方法
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基于TRIZ矛盾矩阵的热钢在线自动打码装置的创新 被引量:1
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作者 闫树军 何邦贵 +2 位作者 王伟 李勇 万畅 《冶金设备》 2016年第6期4-8,共5页
以某中小钢企热轧型钢生产线上人工打码效率低下为切入点,在分析国内外热钢端面打码工艺和技术的基础上,采用TRIZ理论的矛盾矩阵和计算机辅助设计对热钢在线自动打码装置进行创新设计。针对热轧型钢端面打码的技术需求,结合TRIZ理论的... 以某中小钢企热轧型钢生产线上人工打码效率低下为切入点,在分析国内外热钢端面打码工艺和技术的基础上,采用TRIZ理论的矛盾矩阵和计算机辅助设计对热钢在线自动打码装置进行创新设计。针对热轧型钢端面打码的技术需求,结合TRIZ理论的工程参数,建立了10×10的矛盾矩阵,通过对创新原理结合生产实际的详细分析,构建了以龙门架为主体结构、字头组合、气动冲击打码、滚珠丝杠横向运动、丝杠螺母纵向运动的机电一体化热轧型钢端面打码系统的方案,极大地提高了热钢在线打码效率,降低了工人劳动强度。 展开更多
关键词 创新 TRIZ 矛盾矩阵
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浅谈铝塑板幕墙施工技术的应用 被引量:1
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作者 李正江 《安徽建筑》 2014年第2期49-49,189,共2页
文章系统介绍了铝塑板幕墙施工技术的工艺原理及特点,并对施工工艺、操作要点、质量控制、安全措施等方面进行了全面施工技术应用总结,对类似工程施工具有一定的参考价值。
关键词 安装铝角 折边 龙骨安装 焊接
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Numerical Analysis of Dynamic Behavior of RC Slabs Under Blast Loading 被引量:5
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作者 都浩 李忠献 《Transactions of Tianjin University》 EI CAS 2009年第1期61-64,共4页
In order to reduce economic and life losses due to terrorism or accidental explosion threats, reinforced concrete (RC) slabs of buildings need to he designed or retrofitted to resist blast loading. In this paper the... In order to reduce economic and life losses due to terrorism or accidental explosion threats, reinforced concrete (RC) slabs of buildings need to he designed or retrofitted to resist blast loading. In this paper the dynamic behavior of RC slabs under blast loading and its influencing factors are studied. The numerical model of an RC slab subjected to blast loading is established using the explicit dynamic analysis software. Both the strain rate effect and the damage accumulation are taken into account in the material model. The dynamic responses of the RC slab subjected to blast loading are analyzed, and the influence of concrete strength, thickness and reinforcement ratio on the behavior of the RC slab under blast loading is numerically investigated. Based on the numerical results, some principles for blast-resistant design and retrofitting are proposed to improve the behavior of the RC slab subjected to blast loading. 展开更多
关键词 blast loading reinforced concrete slab dynamic behavior numerical analysis
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Discussion of Construction Related to Sheet-piled Wharf
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作者 WANG Yongyi 《International English Education Research》 2016年第5期52-54,共3页
In this paper, firstly, the characteristics of sheet-piled wharf construction are introduced. And then, six aspects of sheet-piled wharf construction are discussed: sheet pile, anchorage structure, guiding girder, an... In this paper, firstly, the characteristics of sheet-piled wharf construction are introduced. And then, six aspects of sheet-piled wharf construction are discussed: sheet pile, anchorage structure, guiding girder, anchor rod, backfilling behind sheet pile wall, superstructure of sheet-piled wharf etc. The construction of sheet pile involves piling on the land or piling?on?the sea, piling methods, piling patterns, guide frame, embedding sheet piles etc. 展开更多
关键词 Sheet-piled wharfi construction
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Conversion of Municipal Waste Plastic into Liquid Hydrocarbon Fuel Using a Stainless Steel Reactor
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作者 Moinuddin Sarker Mohammad Mamunor Rashid Mohammad Molla Ashiquz Zaman 《Journal of Environmental Science and Engineering(A)》 2012年第5期721-726,共6页
Plastic wastes from milk containers, soft drink bottles, plastic wraps, plastic flatware, etc. have been successfully converted into fuel. Two approaches for the conversion of waste post consumer plastic into fuel hav... Plastic wastes from milk containers, soft drink bottles, plastic wraps, plastic flatware, etc. have been successfully converted into fuel. Two approaches for the conversion of waste post consumer plastic into fuel have been investigated: (1) muffle furnace to reactor liquefaction system; (2) direct liquefaction system. Majority of used plastics are derived from ethylene, propylene, butadiene and benzene. Waste plastics are plastics that are used by the people in their daily life. It is collected from outside and city municipalities. Some of them are coded and rests are non-coded. A developed process discussed in this paper works with most of the waste plastic, both coded and non-coded. The plastics are heated up at 120-380 ℃ temperature to melt. The gaseous vapor is then condensed into liquid fuel. 展开更多
关键词 POLYETHYLENE fuel waste plastic CONDENSATION thermal HYDROCARBON liquefaction.
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Performance index limits of high reinforced concrete shear wall components 被引量:1
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作者 劳晓春 韩小雷 《Journal of Central South University》 SCIE EI CAS 2011年第4期1248-1255,共8页
The deformation performance index limits of high reinforced concrete (RC) shear wall components based on Chinese codes were discussed by the nonlinear finite element method. Two typical RC shear wall specimens in th... The deformation performance index limits of high reinforced concrete (RC) shear wall components based on Chinese codes were discussed by the nonlinear finite element method. Two typical RC shear wall specimens in the previous work were first used to verify the correctness of the nonlinear finite element method. Then, the nonlinear finite element method was applied to study the deformability of a set of high RC shear wall components designed according to current Chinese codes and with shear span ratio λ≥2.0. Parametric studies were made on the influence of shear span ratio, axial compression ratio, ratio of flexural capacity to shear capacity and main flexural reinforcement ratio of confined botmdary members. Finally, the deformation performance index and its limits of high RC shear wall components under severe earthquakes were proposed by the finite element model results, which offers a reference in determining the performance status of RC shear wall components designed based on Chinese codes. 展开更多
关键词 reinforced concrete shear wall components performance index limits nonlinear finite element method Chinese codes
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