| 四层办公楼纵向整体平移 |
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| 引用本文： | 徐向东,贾留东,李树明,孙剑平,张鑫. 四层办公楼纵向整体平移[J]. 工业建筑, 1999, 29(5): 54-56,59 |
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| 作者姓名： | 徐向东 贾留东 李树明 孙剑平 张鑫 |
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| 作者单位： | 山东建筑工程学院,济南,250014 |
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| 摘 要： | 介绍了一座６０ｍ×１１．６ｍ４层砖混办公楼，在不破坏房屋整体结构及造型的条件下，将其整体纵向平移８．５ｍ的设计施工方法，并且对平移机构中各组成部分，包括托梁、基础、水平力施加体系等进行了分析。
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| 关 键 词： | 建筑物平移 基础 滚轴 水平力 托梁 千斤顶 |
LONGITUDINAL REMOVAL OF FOUR-STORY MASONRY BUILDING |
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| Xu Xiangdong,Jia Liudong,Li Shuming,Sun Jianping,Zhang Xin. LONGITUDINAL REMOVAL OF FOUR-STORY MASONRY BUILDING[J]. Industrial Construction, 1999, 29(5): 54-56,59 |
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| Authors: | Xu Xiangdong Jia Liudong Li Shuming Sun Jianping Zhang Xin |
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| Affiliation: | Shandong Institute of Architectural and Civil Engineering Jinan 250014 |
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| Abstract: | A four story masonry building(L×W=60m×11.6m) is removed 8.5m along it's longitudinal axis. The object of the design is to keep the original architectural style and structural integrity of the building. The analysis of the removal constitution is given in detail, including foundation, forcing system and needle beam etc. |
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| Keywords: | building removal foundation roller horizontal force needle beam jack |
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