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砼楼板基于截面有效高度损失和施工荷载效应的施工期结构分析 被引量:1
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作者 林忠 《福建建筑高等专科学校学报》 2002年第1期10-14,共5页
针对砼楼板常见的裂缝现象 ,从现浇板截面有效高度损失和施工荷载效应调查入手 ,探究其对结构承剪抗弯能力的影响和规律 ,并对施工期砼楼板施工荷载效应进行结构分析和裂缝控制。
关键词 砼楼板 截面有效高度损失 施工荷载效应 施工期结构分析 裂缝控制 施工期裂缝 现浇板
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承压型预应力抗浮锚杆设计方法的探讨 被引量:15
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作者 马骥 张东刚 +1 位作者 张震 谷二永 《岩土工程学报》 EI CAS CSCD 北大核心 2013年第S2期1143-1146,共4页
通过分析承压型预应力抗浮锚杆在施工、使用阶段的应力变化,结合相关规范要求与工程实例,对承压型预应力抗浮锚杆的设计原则、设计方法进行探讨,概括、总结了此类锚杆设计计算的相关内容:不仅需对使用阶段锚杆的极限抗拔承载力、预应力... 通过分析承压型预应力抗浮锚杆在施工、使用阶段的应力变化,结合相关规范要求与工程实例,对承压型预应力抗浮锚杆的设计原则、设计方法进行探讨,概括、总结了此类锚杆设计计算的相关内容:不仅需对使用阶段锚杆的极限抗拔承载力、预应力筋受拉承载力、承载体局压区承载力等进行验算,尚应对施工阶段进行校核。同时,提出了锚杆顶部开裂控制计算的相关原则与验算方法,可供设计人员参考。对承压型预应力抗浮锚杆设计中存在的配筋量与开裂控制、施工阶段荷载效应、锚固体强度的确定等问题进行了讨论,为总结、完善此类锚杆的设计提出了思路。 展开更多
关键词 预应力抗浮锚杆 开裂控制 施工阶段荷载效应 锚固体
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Impact of Grouting and Loading of Building Construction on the Water Level of Tangshan Mine Well
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作者 Sheng Yanrui Zhang Ziguang +3 位作者 Zhang Suxin Sun Dongxia Shan Lianjun Yin Baojun 《Earthquake Research in China》 2014年第2期242-249,共8页
The water level rising rate of Tangshan mine well significantly accelerated in 2010,and the ascensional range was obviously higher than that of the same period in previous years.From the view of groundwater dynamics a... The water level rising rate of Tangshan mine well significantly accelerated in 2010,and the ascensional range was obviously higher than that of the same period in previous years.From the view of groundwater dynamics and loading effects,and based on the water pumping( pouring) water test model and semi-infinite elastic space theory model under uniform load,the effects of grouting and loading of nearby building construction on the well water level were analyzed. Results show that grouting at a distance of 200 ~ 700 m to the well,with amount of 2500m3 per day and duration of 270 d,can cause an 8 ~ 11 m rise of well water level; and loading of large-area building construction can cause about a 4m rise of well water level. Through the analysis of these factors,we find that the water level anomalous rising of Tangshan mine well was relevant to grouting and loading of the nearby building construction. This study provides a scientific basis for anomalous rising analysis of water level of Tangshan mine well. 展开更多
关键词 Tangshan mine well Water level rise Uniform load theory model Pumping test model
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