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局部填充构造对新型装配整体式混凝土剪力墙结构整体性能影响分析 被引量:9
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作者 郭海山 刘康 +4 位作者 齐虎 张翠强 李明 范昕 蒋立红 《施工技术》 CAS 北大核心 2015年第3期25-30,共6页
系统计算分析了新型高层装配整体式混凝土剪力墙结构局部填充轻质材料的常用构造做法对结构整体性能的影响。从单片墙到联肢墙,再到具体工程实例,对比分析了不同填充构造、不同计算模型、不同高宽比的剪力墙结构在地震作用下的刚度、层... 系统计算分析了新型高层装配整体式混凝土剪力墙结构局部填充轻质材料的常用构造做法对结构整体性能的影响。从单片墙到联肢墙,再到具体工程实例,对比分析了不同填充构造、不同计算模型、不同高宽比的剪力墙结构在地震作用下的刚度、层间位移角、层剪力和墙肢内力的差异。分析结果表明,地震作用下目前常用的预制结构填充构造对整体结构刚度和墙肢内力影响较大,在设计中不应简单忽略,并对改进方法提出了建议。 展开更多
关键词 装配整体式 混凝土 剪力墙 填充构造 抗震
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填充墙砌体构造柱预制模板施工技术分析 被引量:1
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作者 黄玉萍 《建材发展导向》 2024年第12期109-111,共3页
该文以泉州市高级技工学校综合教学楼作为研究对象,阐述填充墙砌体构造柱预制模板施工存在的不足,并提出一系列切实有效的解决措施,借助预制U型模块构造柱施工方式,将空腔模壳设置成构造柱外模,提高墙体稳定性与抗震效果。
关键词 综合教学楼 填充墙体构造 钻孔开眼加固 预制模板
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填充墙砌体构造柱预制模板施工技术应用 被引量:3
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作者 刘永宁 《建材发展导向》 2023年第12期142-144,共3页
以某工程为例阐述预制U型模块成型构造柱施工技术,介绍此种构造柱施工的具体流程和工艺要点。该施工技术主要采取的是能够分离、便于拆卸的定型模具,可以在施工现场进行相应模块的预制,预制小构件做空腔模壳作为构造柱外模,可以将预制... 以某工程为例阐述预制U型模块成型构造柱施工技术,介绍此种构造柱施工的具体流程和工艺要点。该施工技术主要采取的是能够分离、便于拆卸的定型模具,可以在施工现场进行相应模块的预制,预制小构件做空腔模壳作为构造柱外模,可以将预制模块和砌体共同完成砌筑,在确保砌筑砂浆满足相应强度标准之后再进行细石混凝土浇筑即可。同时案例的具体应用表明此种构造柱预制模板施工技术能够取得较为良好的效果。 展开更多
关键词 填充墙砌体构造 预制模板 施工技术
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空腔部分填充的轻钢复合墙体耐火性能研究
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作者 金仁超 高亮 +1 位作者 刘康 陈伟 《建筑钢结构进展》 CSCD 北大核心 2024年第5期50-56,共7页
为提升内填充轻钢复合墙体的抗火性能,开展了2块双层石膏板覆面岩棉内填充非承重轻钢复合墙体的抗火试验研究,探究了不同填充层布置对墙体抗火性能的影响。试验结果表明:相较于空腔全填充墙体,龙骨无填充墙体受火过程中热翼缘温升更慢... 为提升内填充轻钢复合墙体的抗火性能,开展了2块双层石膏板覆面岩棉内填充非承重轻钢复合墙体的抗火试验研究,探究了不同填充层布置对墙体抗火性能的影响。试验结果表明:相较于空腔全填充墙体,龙骨无填充墙体受火过程中热翼缘温升更慢、冷热翼缘温差更小;龙骨无填充墙体的承重抗火性能优于空腔全填充墙体的承重抗火性能。同时,在荷载比为0.27的条件下,相较于空腔全填充墙体,龙骨无填充墙体的耐火极限提升了11.5%左右,且龙骨无填充墙体的施工更为简便。因此,可考虑采用墙柱无填充的构造形式来代替内填充构造以提升该类墙体承重抗火性能。此外,所建立的轻钢复合墙体受火传热模拟方法适用于龙骨无填充、空腔全填充等不同构造形式的墙体,可为后续轻钢墙体抗火研究提供参考。 展开更多
关键词 耐火试验 轻钢墙体 抗火性能 数值模拟 填充构造
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填充墙构造柱的装配式模板施工 被引量:3
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作者 王帆 黄应仲 +1 位作者 张津铨 胡勇 《建筑施工》 2015年第10期1204-1206,共3页
伴随着工业化建筑的发展,绿色施工越来越得到重视。介绍一种新型的填充墙构造柱装配式模板体系的工艺原理、技术特点及具体施工工艺。工程实践证明,该模板体系具有节约成本、加快进度、绿色环保的特点,同时可将人为主观因素降至最低,从... 伴随着工业化建筑的发展,绿色施工越来越得到重视。介绍一种新型的填充墙构造柱装配式模板体系的工艺原理、技术特点及具体施工工艺。工程实践证明,该模板体系具有节约成本、加快进度、绿色环保的特点,同时可将人为主观因素降至最低,从而保证了施工质量。 展开更多
关键词 填充构造 定型化设计 装配式施工 工艺原理
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Stress field evolution law of mining environment reconstructing structure with change of filling height 被引量:1
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作者 陈庆发 周科平 王利利 《Journal of Central South University》 SCIE EI CAS 2010年第4期738-743,共6页
For improving global stability of mining environment reconstructing structure,the stress field evolution law of the structure with the filling height change of low-grade backfill was studied by ADINA finite element an... For improving global stability of mining environment reconstructing structure,the stress field evolution law of the structure with the filling height change of low-grade backfill was studied by ADINA finite element analysis code.Three kinds of filling schemes were designed and calculated,in which the filling heights were 2,4,and 7 m,separately.The results show that there are some rules in the stress field with the increase of the filling height as follows:(1) the maximum value of tension stress of the roof decreases gradually,and stress conditions are improved gradually;(2) the tension stress status in the vertical pillar is transformed into the compressive stress status,and the carrying capacity is improved gradually;however,when the filling height is beyond 2.8 m,the carrying capacity of the vertical pillar grows very slowly,so,there is little significance to continue to fill the low-grade backfill;(3) the bottom pillar suffers the squeezing action from the vertical pillars at first and then the gravity action of the low-grade backfill,and the maximum value of tension stress of the bottom pillar firstly increases and then decreases.Considering the economic factor,security and other factors,the low-grade backfill has the most reasonable height(2.8 m) in the scope of all filling height. 展开更多
关键词 mining environment reconstructing strucre stress field filling height evolution law
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Sedimentary erosive processes and sediment dispersal in Kaoping submarine canyon 被引量:6
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作者 CHIANG ChengShing YU HoShing 《Science China Earth Sciences》 SCIE EI CAS 2011年第2期259-271,共13页
The Kaoping submarine canyon, connected to the Kaoping River in the coastal plain in SW Taiwan, continues the dispersal path of modern Kaoping River sediments, from an active small mountainous drain basin to the recei... The Kaoping submarine canyon, connected to the Kaoping River in the coastal plain in SW Taiwan, continues the dispersal path of modern Kaoping River sediments, from an active small mountainous drain basin to the receiving basin of the South China Sea. Using seismic reflection sections, Chirp sonar profiles, and bathymetric mapping, we reveal characteristic erosive processes responsible for multiple cut-and-fill features, deeply entrenched thalweg, and sediment dispersal that are closely related to turbidity currents in the canyon. The river-canyon connection setting, along with extreme climatic conditions and active tectonism, is favorable for generation of turbidity currents at the canyon head. The upper reach of the Kaoping Canyon is distinguished into three distinct morpho/sedimentary features. The canyon head is characterized by V-shaped axial thalweg erosion. The sinuous segment of the upper reach is dominated by a deeply incised canyon pathway with trough-like morphol- ogy. Relatively small-scaled features of cut-and-fill associated with the dominant incision process are commonly along the canyon floor, resulting in a flat-floored pathway. Sliding and slumping dominated the steep canyon walls, producing and transporting sediments to canyon floor and partially filling up canyon thalweg. The meandering segment is characterized by erosive features where deeply down-cutting occurs in the outer bend of the major sea valley, forming V-shaped entrenched thalweg. The recurrences of turbidity currents have allowed continuous incision of the canyon head and have kept the connec- tion between the canyon head and the river mouth during Holocene highstand of sea level. The upper reach of the Kaoping Canyon is linked to drainage area and maintains as a conduit and/or sink for terrigenous and shallow marine material. Sediment-laden river plume operates in the Kaoping River-Canyon system, with turbidity currents flushing fiver sediments into the canyon head where the canyon thalweg is the most erosive. Presently, the upper reach of the Kaoping Canyon can be considered as a temporal sediment sink. 展开更多
关键词 entrenched thalweg cut-and-fill sediment dispersal active submarine canyon
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Sedimentary fill history of the Huicheng Basin in the West Qinling Mountains and associated constraints on Mesozoic intracontinental tectonic evolution 被引量:9
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作者 LI Wei DONG YunPeng +4 位作者 GUO AnLin LIU XiaoMing LIU YiQun ZHA XianFeng ZHANG KuaiLe 《Science China Earth Sciences》 SCIE EI CAS 2013年第10期1639-1653,共15页
The Qinling Orogenic Belt is divided commonly by the Fengxian-Taibai strike-slip shear zone and the Huicheng Basin into the East and West Qinling mountains, which show significant geological differences after the Indo... The Qinling Orogenic Belt is divided commonly by the Fengxian-Taibai strike-slip shear zone and the Huicheng Basin into the East and West Qinling mountains, which show significant geological differences after the Indosinian orogeny. The Fengxian-Taibai fault zone and the Meso-Cenozoic Huicheng Basin, situated at the boundary of the East and West Qinling, provide a natural laboratory for tectonic analysis and sedimentological study of intracontinental tectonic evolution of the Qin- ling Orogenic Belt. In order to explain the dynamic development of the Huicheng Basin and elucidate its post-orogenic tecton- ic evolution at the junction of the East and West Qinling, we studied the geometry and kinematics of fault zones between the blocks of West Qinling, as well as the sedimentary fill history of the Huicheng Basin. First, we found that after the collisional orogeny in the Late Triassic, post-orogenic extensional collapse occurred in the Early and Middle Jurassic within the Qinling Orogenic Belt, resulting in a series of rift basins. Second, in the Late Jurassic and Early Cretaceous, a NE-SW compressive stress field caused large-scale sinistral strike-slip faults in the Qinling Orogenic Belt, causing intracontinental escape tectonics at the junction of the East and West Qinling, including eastward finite escape of the East Qinling micro-plate and southwest lateral escape of the Bikou Terrane. Meanwhile, the strike-slip-related Early Cretaceous sedimentary basin was formed with a fight-order echelon arrangement in sinistral shear zones along the southern margin of the Huicheng fault. Overall during the Mesozoic, the Huicheng Basin and surrounding areas experienced four tectonic evolutionary stages, including extensional rift basin development in the Early and Middle Jurassic, intense compressive uplift in the Late Jurassic, formation of a strike-slip extensional basin in the Early Cretaceous, and compressive uplift in the Late Cretaceous. 展开更多
关键词 the Qinling Orogenic Belt the West Qinling the Huicheng Basin sedimentary filling tectonic evolution escape tectonics
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国家建筑标准设计图集编制简介
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作者 于本英 赵士昌 余文彬 《建筑砌块与砌块建筑》 2004年第5期7-8,共2页
对已发行的国家标准设计图集《框架结构填充小型空心砌块墙体建筑构造》02J102-2和《框架结构填充小型空心砌块墙体结构构造》02SG614,介绍其主要的编制概况。
关键词 《框架结构填充小型空心砌块墙体建筑构造 轻集料混凝土 混凝土空心砌块 填充墙体
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