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重庆浪高凯悦大酒店预应力宽扁梁设计
引用本文:吴胜达,秦士洪,李唐宁,高顺,李玲. 重庆浪高凯悦大酒店预应力宽扁梁设计[J]. 预应力技术, 2008, 12(1): 8-12
作者姓名:吴胜达  秦士洪  李唐宁  高顺  李玲
作者单位:[1]重庆大学土木工程学院,重庆400045 [2]重庆市设计院,重庆400015
摘    要:简要介绍了重庆浪高凯悦大酒店工程有粘结预应力扁梁的设计特点。在设计中应用有限元程序,分析了梁柱刚度对梁轴向预压力的影响。通过对柱及墙体预留后浇带减小了竖向构件对预应力梁的约束作用,降低了梁中的次轴力,使设计经济合理。对同类工程设计具有一定的参考价值。

关 键 词:有粘结预应力混凝土  宽扁梁  刚度  有效预压轴力

Design of prestressed wide flat beams for Chongqing Langgao Hyatt Hotel
Wu Shengd,Qin Shihong,Li Tangning,Gao Shun,Li Ling. Design of prestressed wide flat beams for Chongqing Langgao Hyatt Hotel[J]. Prestress Technology, 2008, 12(1): 8-12
Authors:Wu Shengd  Qin Shihong  Li Tangning  Gao Shun  Li Ling
Affiliation:College of Civil Engineering, Chongqing University; Chongqing Design Institute
Abstract:This article briefly introduces the design characteristics of bonded prestressed flat beams for the Chongqing Langgao Hyatt Hotel project. In the design, the finite element program is used to analyze the influence of beam column stiffness on the axial preload of the beam. By reserving post pouring strips for columns and walls, the constraint effect of vertical components on prestressed beams is reduced, and the secondary axial force in the beams is reduced, making the design economical and reasonable. It has certain reference value for similar engineering designs
Keywords:Bonded prestressed concrete   Wide flat beam   Stiffness   Effective pre compression axial force
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