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施工电梯基础下地下室顶板回撑加固方法 被引量:4
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作者 张云龙 《江苏建筑》 2013年第6期48-50,共3页
鑫泰大厦主楼位于地下室上方,施工电梯只能放在地下室顶板上。文章通过现场情况分析,方案设计,加固验算,加固方法,实施效果等方面,表明这个方法经济、可行、实用。
关键词 施工电梯 地下室顶板 回撑加固
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大直径TBM回退技术 被引量:1
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作者 安龙飞 《国防交通工程与技术》 2019年第3期55-58,54,共5页
以2022年冬奥会延庆赛区外围配套综合管廊工程为施工背景,TBM完成施工任务后,在无拆卸洞情况下,突破以往洞内拆卸惯例,结合实际施工进度、工期以及大直径TBM结构特点,实施少量必要的拆卸工作后,采取两阶段整机回退技术:TBM掘进段采用撑... 以2022年冬奥会延庆赛区外围配套综合管廊工程为施工背景,TBM完成施工任务后,在无拆卸洞情况下,突破以往洞内拆卸惯例,结合实际施工进度、工期以及大直径TBM结构特点,实施少量必要的拆卸工作后,采取两阶段整机回退技术:TBM掘进段采用撑靴回退技术、断面较大的步进洞段及洞外采用夹轨器回退技术。快速回退至洞外拆卸,为后续工期异常紧张的衬砌施工提前提供作业面。实施过程中操作便利、可靠、高效,大大减少TBM洞内拆卸对整体工期的影响,同时节省拆卸洞开挖及安设洞内起重设备等成本。 展开更多
关键词 大直径TBM 退技术 退 夹轨器退
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地下室顶板在上有压重时的加固措施及承载性能分析 被引量:6
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作者 朱刚 《建筑施工》 2019年第11期1982-1985,1992,共5页
针对施工现场地下室顶板在上有压重时的加固问题,从不同荷载类型的取值出发,研究了钢管排架回撑、型钢回撑、混凝土柱回撑,以及永久结构增强等措施的优缺点,并分析了在车辆等效均布荷载作用下不同加固措施的承载性能,为此提出了不同荷... 针对施工现场地下室顶板在上有压重时的加固问题,从不同荷载类型的取值出发,研究了钢管排架回撑、型钢回撑、混凝土柱回撑,以及永久结构增强等措施的优缺点,并分析了在车辆等效均布荷载作用下不同加固措施的承载性能,为此提出了不同荷载类型下的加固措施选择,为地下室顶板选择合理的加固方式提供参考。 展开更多
关键词 地下室顶板加固 荷载分析 钢管排架 回撑
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地铁超高暗挖结构二衬特殊支架法施工技术 被引量:1
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作者 叶祖圣 《兰州文理学院学报(自然科学版)》 2015年第2期48-52,共5页
暗挖施工的地铁工程中经常会遇到一些超高的结构,如地铁车站的风道、施工横通道等,这些结构一般高度均超过10m,采用CRD法分多层开挖支护,其二衬施工的常规做法是由下至上,分层拆除临时支撑,分层施做二衬,并加设多层临时支撑,以保证结构... 暗挖施工的地铁工程中经常会遇到一些超高的结构,如地铁车站的风道、施工横通道等,这些结构一般高度均超过10m,采用CRD法分多层开挖支护,其二衬施工的常规做法是由下至上,分层拆除临时支撑,分层施做二衬,并加设多层临时支撑,以保证结构的安全.这种施工方法需要的支架数量多,搭设的高度大,施工周期长,安装支架和模板的风险高,一旦出现意外,应急抢险难度大.如何能在不影响施工速度的情况下,提高施工的安全性,增加材料的周转效率,减少模板支架及临时支撑的用量,以达到保证安全,降低成本的目的.本文以长春地铁自南区间盾构通道施工为例,很好的解决了此问题. 展开更多
关键词 地铁二衬 横通道 支架 衬砌 超高结构 分仓支设 借板回撑
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Approximation to NLAR(p) with Wavelet Neural Networks
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作者 朱石焕 吴曦 《Chinese Quarterly Journal of Mathematics》 CSCD 2002年第4期94-98,共5页
Recently, wavelet neural networks have become a popular tool for non-linear functional approximation. Wavelet neural networks, which basis functions are orthonormal scalling functions, are more suitable in approximati... Recently, wavelet neural networks have become a popular tool for non-linear functional approximation. Wavelet neural networks, which basis functions are orthonormal scalling functions, are more suitable in approximating to function. Based on it, approximating to NLAR(p) with wavelet neural networks is studied. 展开更多
关键词 wavelet neural networks orthonormal scaling functions NLAR(p)
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Multi-scale prediction of MEMS gyroscope random drift based on EMD-SVR
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作者 HE Jia-ning ZHONG Ying LI Xing-fei 《Journal of Measurement Science and Instrumentation》 CAS CSCD 2020年第3期290-296,共7页
To improve the prediction accuracy of micro-electromechanical systems(MEMS)gyroscope random drift series,a multi-scale prediction model based on empirical mode decomposition(EMD)and support vector regression(SVR)is pr... To improve the prediction accuracy of micro-electromechanical systems(MEMS)gyroscope random drift series,a multi-scale prediction model based on empirical mode decomposition(EMD)and support vector regression(SVR)is proposed.Firstly,EMD is employed to decompose the raw drift series into a finite number of intrinsic mode functions(IMFs)with the frequency descending successively.Secondly,according to the time-frequency characteristic of each IMF,the corresponding SVR prediction model is established based on phase space reconstruction.Finally,the prediction results are obtained by adding up the prediction results of all IMFs with equal weight.The experimental results demonstrate the validity of the proposed model in random drift prediction of MEMS gyroscope.Compared with a single SVR model,the proposed model has higher prediction precision,which can provide the basis for drift error compensation of MEMS gyroscope. 展开更多
关键词 random drift MEMS gyroscope empirical mode decomposition(EMD) support vector regression(SVR) phase space reconstruction multi-scale prediction
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Experimental study of the pinned double rectangular tube assembled buckling-restrained brace 被引量:1
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作者 Zi-qin JIANG Yan-lin GUO +2 位作者 Ai-lin ZHANG Chao DOU Cai-xia ZHANG 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2017年第1期20-32,共13页
In this study, seven pinned double-rectangular tube assembled buckling-restrained brace (DRT-ABRB) specimens were experimentally charaeterised by means of an axial cyclic test. The core member of the specimens was a... In this study, seven pinned double-rectangular tube assembled buckling-restrained brace (DRT-ABRB) specimens were experimentally charaeterised by means of an axial cyclic test. The core member of the specimens was a single flat-plate. Two rectangular tubes were assembled using high strength bolts to form an external restraining member. Each rectangular tube was composed of an external steel channel and a cover plate. A gap or thin rubber filler was set between the core and the external restraining member to form an unbonded layer. The influence of several design parameters on the failure mode and energy dissipation capacity of the ABRB was investigated, including the height of the core wing plate, thickness of the external cover plate, and height of the external channel flange. This experimental study demonstrated that a local pressure-bearing failure at the end of the external member arises when the external cover plate is too thin or if the end construction detail is unreasonable. When the end rotations of the DRT-ABRB were restricted, the hysteretic performance was shown to be superior to that of a pure pinned DRT-ABRB. Finally, all the tested DRT-ABRBs exhibited excellent energy dissipation performance which amply satisfied existing regulation requirements. 展开更多
关键词 Double-rectangular tube assembled buckling-restrained brace (DRT-ABRB) Construction detail Hysteretic behaviour Failure mode High strength bolt
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