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预应力锚索格构板梁在软质岩边坡中设计应用
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作者 蒙进 《黑龙江水利科技》 2013年第11期41-43,50,共4页
以贵阳卷烟厂易地技术改造项目边坡治理工程为例,对预应力锚索格构板梁在软质岩边坡中的设计应用进行了介绍,预应力锚索格构板梁支护结构是一种受力组合结构,可有效支挡由于边坡滑动产生的下滑力,也可有效支挡上部松散岩土的滑塌,多用... 以贵阳卷烟厂易地技术改造项目边坡治理工程为例,对预应力锚索格构板梁在软质岩边坡中的设计应用进行了介绍,预应力锚索格构板梁支护结构是一种受力组合结构,可有效支挡由于边坡滑动产生的下滑力,也可有效支挡上部松散岩土的滑塌,多用于软质岩土边坡的支护。 展开更多
关键词 预应力锚索 格构板梁 软质岩 边坡 支护方案
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洁净厂房格构梁——高大梁板支模架快拆快转施工技术 被引量:1
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作者 吴安瑞 肖合顺 +2 位作者 吴俨 洪章霖 阮清辉 《福建建材》 2019年第1期89-90,共2页
为了满足洁净生产工艺需求(换气次数高、新风补给量大),电子洁净厂房往往采用格构梁-高大梁板的结构形式。常规工艺下,格构梁支模架与高大梁板支模架连为一个整体,架体搭设过高、难度大、效率低、稳定性差、安全性低,且无法及时周转。... 为了满足洁净生产工艺需求(换气次数高、新风补给量大),电子洁净厂房往往采用格构梁-高大梁板的结构形式。常规工艺下,格构梁支模架与高大梁板支模架连为一个整体,架体搭设过高、难度大、效率低、稳定性差、安全性低,且无法及时周转。以某大型电子洁净厂建设项目为例,分析了洁净厂房格构梁-高大梁板支模架快拆快转施工要点,即材料选型、支模架分段搭设、快速拆除及周转、实施效果等,并总结其实施效果。 展开更多
关键词 洁净厂房 格构-高大 工字钢 快拆快转
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FSM-Monitoring of Fatigue Crack in Lattice-Stiffened Steel Plate Deck for Bridge Structures 被引量:1
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作者 You-Chul Kim Mikihito Hirohata Kyong-Ho Chang 《Journal of Mechanics Engineering and Automation》 2013年第9期578-585,共8页
For elucidating applicability of FSM (field signature method) on detection of fatigue crack initiation and monitoring of its propagation, a series of fatigue tests on steel plate decks (4,625 × 2,250 mm^2) st... For elucidating applicability of FSM (field signature method) on detection of fatigue crack initiation and monitoring of its propagation, a series of fatigue tests on steel plate decks (4,625 × 2,250 mm^2) stiffened in lattice-shape by longitudinal and lateral ribs was carried out by using a wheel load traveling test machine. The fatigue crack was observed by visual inspection at the weld toe between the deck plate and the longitudinal rib when the number of wheel load traveling repetition was around 210 thousands. The response of FSM-monitoring, which was the potential difference change between the sensing pins (pair), became clear when the number of the repetition was around 190 thousands. The fatigue crack initiation could be detected by FSM considerably earlier than visual inspection. The fatigue crack propagation such as the direction could also be monitored even though the distance of the sensing pins was extended to 230 mm. On the other hand, the electric field analysis for the virgin situation without any cracks was carried out. The results of analysis indicated that 60 mm length of crack which could not be confirmed by visual inspection could be detected by FSM. 展开更多
关键词 Fatigue crack steel plate deck non-destructive inspection MONITORING FSM.
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