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南京国际展览中心索网点支式幕墙设计与施工 被引量:6
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作者 王德勤 赵西安 《建筑技术》 北大核心 2002年第9期661-663,共3页
南京国际展览中心展厅为宽75m、长245m的无柱大空间 ,四周墙面均为点支式玻璃幕墙 ,其中第一标段不锈钢拉索桁架支承的玻璃幕墙面积达12000m2。施工前进行了实体构件的试验 ,证明实测值与计算值相符或接近 ,施工中采取了一系列技术措施 ... 南京国际展览中心展厅为宽75m、长245m的无柱大空间 ,四周墙面均为点支式玻璃幕墙 ,其中第一标段不锈钢拉索桁架支承的玻璃幕墙面积达12000m2。施工前进行了实体构件的试验 ,证明实测值与计算值相符或接近 ,施工中采取了一系列技术措施 ,保证了钢结构。 展开更多
关键词 设计 施工 点支式玻璃幕 拉索桁架 预应力 钢结构
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关于幕墙施工技术的要点剖析 被引量:2
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作者 刘洋 《现代装饰(理论)》 2013年第9期41-41,共1页
本文以点支承玻璃幕墙为例,陈述了建筑幕墙的分类以及建筑幕墙的结构,对幕墙结构现场安装值得注意的问题进行了总结,并阐述了建筑幕墙施工流程,望能给具体的施工提供参考。
关键词 墙施工 玻璃 建筑 玻璃面板 墙结构 承体系 承结构 隐框 驳接 点支式玻璃幕
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Application of an acrylic vessel supported by a stainless-steel truss for the JUNO central detector 被引量:19
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作者 WANG Yuan Qing ZONG Liang +5 位作者 HENG Yue Kun WANG Zong Yi ZHOU Yan HOU Shao Jing QIN Zhong Hua MA Xiao Yan 《Science China(Technological Sciences)》 SCIE EI CAS 2014年第12期2523-2529,共7页
After the success of the Daya Bay experiment, the Jiangmen Underground Neutrino Observatory (JUNO) was launched to measure neutrino-mass hierarchy and oscillation parameters and to study other neutrino physics. Its ... After the success of the Daya Bay experiment, the Jiangmen Underground Neutrino Observatory (JUNO) was launched to measure neutrino-mass hierarchy and oscillation parameters and to study other neutrino physics. Its central detector is set for antineutrinos from reactors, the Earth, the atmosphere, and the Sun. The main requirements of the central detector are con- tainment of 20 kt of liquid scintillator, as the target mass, and 3% energy resolution. It is about a ball-shape detector of 38.5 m with -75% coverage of PMT on its inner surface. The design of such a huge detector is a big challenge because it must meet the requirements for several different types of physics measurement and possess the feasibility and reliability in its structure and engineering, all at reasonable time and cost. One option for the JUNO central detector is a hyper-scale acrylic ball sub- merged in the water to shield the background. This paper proposes a structural scheme for such an acrylic ball that is supported by a stainless-steel truss, inspired by point-supported glass-curtain walls in civil engineering. The preliminary design of the scheme is completed and verified by finite element (FE) method using ABAQUS. FE analysis shows that the scheme can con- trol the stress level of the acrylic ball within the limit of 5 to 10 MPa, in accordance with the demand of the design objective of the central detector. The scheme is of outstanding global stability and allows various chocces on local connections. We prove that the scheme is of good feasibility and should be a reasonable option for the central detector. 展开更多
关键词 neutrino central detector ACRYLIC stainless-steel truss point-supported glass-curtain wall
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