钢筋混凝土长桩(柱)双机三点吊吊点位置优化
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摘要
根据钢筋混凝土长桩(柱)吊装的实际工程需要,进行了双机三点吊吊装方案的研究分析,建立了 双机三点吊吊装方案的数学模型,编制了微机软件,解决了双机三点吊中的难题.
According to the field demand of reinforced concrete long picket (post) hoisting, the hoisting plan in double-hoist three-point lifting is analyzed, its mathematical model is established, and some difficult problems are solved.
引文
1黎谷.建筑工程手册(第3卷).建筑工程施工卷.北京:地震 出版社, 1993(Li Gu.Manual of Construction Engineering (Vol.3), Volume of Construction Engineering. Beijing: Technology Press of Earthquake, 1993 (in Chinese))
    2甘凤林.双机三点吊各吊装方案的试验研究.东北电力学院学 报,2001(3) (Gan Fenglin. Experimental study of hoisting schemes of double crane and three hoisting points. Journalof Northeast China Institute of Electric Power Engineering, 2001(3) (in Chinese))
    3陈祥都.约束绳系力学.武汉:华中理工大学出版社,1992(Chen Xiangdu. Lifting Mechanics. Wuhan: Technology Press of Hua Zhong University of Science and Technology, 1992 (in Chinese))
    4张炳华.土建结构优化设计(第2版).上海:同济大学出版 社,1998 (Zhang Binghua. Optimum Design of Civil Structures(Second Editor). Shanghai: Technology Press of Tongji University, 1998 (in Chinese))
    5陈祥都.钢筋混凝土长柱吊装长期存在的力学问题.哈尔滨建筑 大学学报,1996(1) (Chen Xiangdu. Long existing mechanical problems on long reinforced concrete column lifting. Journalof Harbin University of Architecture and Engineering, 1996(1) (in Chinese))

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