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Research on the railway construction process quality model based on the state space method 被引量:1
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作者 Lu Shoudong Zhou Guohua +1 位作者 Chen Haifeng Zhao Guotang 《Engineering Sciences》 EI 2013年第5期54-60,共7页
In the ISO9000"input-output"process model,the concept of process quality is difficult to get the correct interpretation. From the"white box"theory of process,this paper puts forward the scientific ... In the ISO9000"input-output"process model,the concept of process quality is difficult to get the correct interpretation. From the"white box"theory of process,this paper puts forward the scientific meaning of the concept of process quality and the process quality model by taking the basic operating unit of 6M1E in the railway construction project for example. The basic operating unit system consists of technological natural process,operation process and management process;the process quality of the basic operating unit system depends on the interrelation and interaction among those three sub-processes,and also subjects to the impact of the external disturbance input factors. Finally,the cast-in-situ prestressed concrete continuous box girder construction process is utilized to elaborate the specific application of this theory in the quality management of the railway construction project. 展开更多
关键词 railway construction project "white box" model state transition equation process quality
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Design of steel box girder for Taizhou Yangtze River Highway Bridge
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作者 Ding Lei Shan Hongwei Zhou Qing Zheng Benhui 《Engineering Sciences》 EI 2011年第2期57-63,共7页
Taizhou Yangtze River Highway Bridge is the first three-pylon two-span suspension bridge in China. The main girder adopts flat steamline steel closed box girder which has well wind-resistant capability and is technica... Taizhou Yangtze River Highway Bridge is the first three-pylon two-span suspension bridge in China. The main girder adopts flat steamline steel closed box girder which has well wind-resistant capability and is technically mature besides beautiful appearance. Straight web plates of the steel box girder in longitudinal direction are proposed in order to ensure the integrity of the steel box girder, and to keep the stress of the steel box girder continuous in the middle pylon, as well as to reduce the gradient of the middle pylon columns. The cross section of the box girder has one box with three cells. Solid-web diaphragm plate with good integrity and high torsional stiffness is adopted. The lifting lugs are utilized in the anchors of suspender cable. In this paper, selection of the cross section of the steel box girder, the general structure design, local structure design and main structure calculation results of Taizhou Yangtze River Bridge are introduced emphatically. 展开更多
关键词 Taizhou Yangtze River Highway Bridge three-pylon suspension bridge steel box girder DESIGN
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广州市内环路人民桥工程设计
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作者 赏锦国 王勇 《公路》 北大核心 2002年第6期101-104,共4页
人民桥扩建工程上部构造采用预应力混凝土连续箱梁 ,跨径组合为 5 4m +74m +5 4m。文中介绍桥梁的总体设计、施工方案、内力分析及预应力钢束设计 ;采用悬臂拼装方案 ,既加快了工程进度 ,又保证了工程质量。
关键词 广州市 工程设计 预应力 续箱梁 悬臂拼装 施工 公路桥
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Refined analysis and construction parameter calculation for full-span erection of the continuous steel box girder bridge with long cantilevers 被引量:4
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作者 Jin-feng WANG Tian-mei WU +2 位作者 Jiang-tao ZHANG Hua-wei XIANG Rong-qiao XU 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2020年第4期268-279,共12页
To accurately control the full-span erection of continuous steel box girder bridges with complex cross-sections and long cantilevers, both the augmented finite element method(A-FEM) and the degenerated plate elements ... To accurately control the full-span erection of continuous steel box girder bridges with complex cross-sections and long cantilevers, both the augmented finite element method(A-FEM) and the degenerated plate elements are adopted in this paper. The entire construction process is simulated by the A-FEM with the mesh-separation-based approximation technique, while the degenerated plate elements are constructed based on 3D isoparametric elements, making it suitable for analysis of a thin-walled structure. This method significantly improves computational efficiency by avoiding numerous degrees of freedom(DoFs) when analyzing complex structures. With characteristics of the full-span erection technology, the end-face angle of adjacent girder segments, the preset distance of girder segments from the design position, and the temperature difference are selected as control parameters, and they are calculated through the structural response of each construction stage. Engineering practice shows that the calculation accuracy of A-FEM is verified by field-measured results. It can be applied rapidly and effectively to evaluate the matching state of girder segments and the stress state of bearings as well as the thermal effect during full-span erection. 展开更多
关键词 Continuous steel box girder bridges Full-span erection Augmented finite element method(A-FEM) Construction control Construction parameter calculation
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