某大型復雜結(jié)構(gòu)施工控制研究
[Abstract]:With the vigorous development of our country's economy, the construction of the major engineering projects has become more and more diverse, including the high-rise structure, the large-span structure, the super-high-rise structure, the large complex structure and so on. At present, the design and construction personnel have paid more and more attention to the construction technology of the large complex structure and the many mechanical problems that have been shown in the construction process. The expansion of the scale of the project and the complication of the structural system have raised higher requirements for the construction control of the structure. However, the traditional construction control method can not meet the realistic demand of the construction of the large complex structure. It is of great significance to study the construction of large complex structure by using the construction process simulation and analysis technology to carry out the selection of construction scheme and structure line control. The large-scale complex structure of the main building of the storage and scientific research of Xingye in Guangdong is unique in shape, and the building facade is a giant jade wall which is vertically arranged, the structure is novel, the large-cantilever structure, the steel frame structure, the space large-span structure and the frame structure are fused to The structure comprises a core barrel, an outer inclined support frame, an inner steel frame, a conversion rotating frame, an outward extending rigid arm and a combination, The construction process of the structure is complicated, the construction technology is difficult, the space of the nodes and the components is positioned, the manufacturing and installation precision is high, and the structural construction control is difficult Based on the "Guangdong Xingye storage and scientific research main building" of this project, this paper introduces the basic principle of the technology base _ "Simulation and analysis method for construction process" for large-scale complex structure construction control research. In order to solve the "Safety control, cost control, construction period control, environmental protection control and structural line control" problem in the construction control, the construction scheme selection and construction line based on the simulation analysis technology are carried out in this paper. Based on the comparison of the theoretical analysis data and the on-site measured data, it is verified whether the construction process has reached the "safety control" and the "construction line control" u nk> target. The master of this article The work and conclusions are as follows: (1) It is a summary of the large and complex problems at home and abroad In view of the actual situation of the project, the structural system composition of the main building of the storage and scientific research of Xingye is introduced, and the application of the construction system is put forward. (2) The basic principle and the large complex structure of the simulation and analysis of the construction process are summarized. The necessity of the simulation and analysis of the construction process is carried out. The simulation analysis method of the construction process is summarized in the general finite element software M The realization method in idas/ gen. The establishment of the finite element model of the main building of the storage and scientific research main building of Xingye, Guangdong, the definition of the load at the construction stage and the division of the construction stage, and the comparison and selection of the subsequent construction scheme and based on the simulation and analysis technology of the construction process, the "It is safe and feasible, the economy is reasonable, the construction period is saved, the environment is protected," of the "Safety control, cost control, construction period control and environmental protection control" of different construction schemes of the building and scientific research main building is compared According to the analysis, the construction scheme with high comprehensive benefit is selected, the large-cantilever sub-structure, the flat-span frame sub-structure, the large-span switching frame-frame sub-structure, the outer frame of the core barrel and the outer frame of the outer frame are compared and analyzed in advance, the number of layers, the consolidation sequence of the extension arm and the support frame, the floor slab, (4) Based on the simulation and analysis technology of the construction process, to realize the safe and feasible construction of the structure, the economy is reasonable, the construction period is saved, the environment is protected, and the structure line control of the different sub-structures of the building and scientific research main building is analyzed, and the construction process is put forward. In this paper, the pre-polishing (pre-bias) value and control measures of the linear control of the medium structure are analyzed. The large-circle sub-structure of the outer ring and the inner ring and the large-cantilever sub-junction are analyzed. The sub-structure of the frame, the flat-span frame and the large-span switch-frame structure. (5) The purpose, the method, the inside and the outside of the construction monitoring, The paper introduces the monitoring of the main building of the storage and research of Xingye in Guangdong, and the displacement (settlement) and the stress of the key nodes and components in the construction stage. The tracking and monitoring are carried out, and the related measurement data and the error are processed. The comparison of the on-site monitoring data and the simulation analysis data shows that the simulation and analysis of the construction process is reasonable, which can achieve the purpose of safety control compared with the selected construction scheme.
【學位授予單位】:華南理工大學
【學位級別】:碩士
【學位授予年份】:2013
【分類號】:TU765
【參考文獻】
相關(guān)期刊論文 前10條
1 陸傳波;張明聚;曹水群;王雙龍;江一帆;;北京地鐵4~#線西單站施工方案比選[J];北京工業(yè)大學學報;2007年02期
2 張心斌,紀強,張莉;振弦式應變傳感器特性研究[J];傳感器世界;2003年08期
3 鄧子辰;最優(yōu)控制理論的發(fā)展及現(xiàn)狀[J];大自然探索;1994年02期
4 潘瑞春;經(jīng)濟指標對橋梁方案比選的影響[J];福建林學院學報;2000年03期
5 張傳敏,方東平,耿川東,王欣;鋼筋混凝土結(jié)構(gòu)施工活荷載現(xiàn)場調(diào)查與統(tǒng)計分析[J];工程力學;2002年05期
6 崔曉強;郭彥林;葉可明;;大跨度鋼結(jié)構(gòu)施工過程的結(jié)構(gòu)分析方法研究[J];工程力學;2006年05期
7 張治成;;大跨度鋼管混凝土拱橋的徐變分析[J];工程力學;2007年05期
8 郭彥林,崔曉強;大跨度復雜鋼結(jié)構(gòu)施工過程中的若干技術(shù)問題及探討[J];工業(yè)建筑;2004年12期
9 郭彥林;劉學武;;大型復雜鋼結(jié)構(gòu)施工力學問題及分析方法[J];工業(yè)建筑;2007年09期
10 叢術(shù)平;梁書亭;林鈴忠;;鋼筋混凝土結(jié)構(gòu)施工期間豎向荷載傳遞仿真分析[J];工業(yè)建筑;2007年S1期
相關(guān)博士學位論文 前10條
1 黃湘湘;鋼框架-鋼筋混凝土核心筒體系考慮混凝土收縮徐變的豎向變形差研究[D];湖南大學;2009年
2 鄭江;復雜剛性鋼結(jié)構(gòu)施工過程力學模擬及計算方法研究[D];西安建筑科技大學;2011年
3 李景茹;大型工程施工進度分析理論方法與應用[D];天津大學;2003年
4 徐郁峰;大跨度預應力混凝土斜拉橋施工控制理論與核心技術(shù)研究及軟件開發(fā)[D];華南理工大學;2004年
5 方輝;高層混合結(jié)構(gòu)考慮施工過程和混凝土徐變收縮影響的分析[D];湖南大學;2006年
6 陳燦;高層鋼框架—混凝土核心筒混合結(jié)構(gòu)體系施工期間變形及其控制研究[D];同濟大學;2007年
7 夏心紅;高層混合結(jié)構(gòu)施工過程影響與動力性能研究[D];湖南大學;2008年
8 張國發(fā);弦支穹頂結(jié)構(gòu)施工控制理論分析與試驗研究[D];浙江大學;2009年
9 曾強;巨型桁架—核心筒結(jié)構(gòu)施工技術(shù)研究與施工過程力學模擬分析[D];重慶大學;2009年
10 方勝利;大型懸挑鋼結(jié)構(gòu)施工關(guān)鍵技術(shù)研究[D];武漢理工大學;2011年
本文編號:2447426
本文鏈接:http://www.sikaile.net/kejilunwen/sgjslw/2447426.html