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Translocation of Three Historical Buildings in Renovation of the Porcelain Tower of Nanjing

机译:三个历史建筑的翻译在南京瓷塔翻新中的翻译

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Abstract>In order to adapt to a new site planning of the Porcelain Tower of Nanjing, China, two two-story and one three-story historical masonry building built in the 1930s were translocated. Because of the limited ground space, the three buildings were divided into eight parts and reconnected after translocation. The moving routes had multiple broken lines to avoid influencing surrounding old trees, and the maximum translocation distance was 184?m. Some building units were rotated by 7 degrees or lowered by 4.2?m, in accordance with the new site planning. Procedure and technical details of the translocation, including the structural strengthening, load underpinning, structural separation, ground treatment and reconnection, etc., are introduced in this paper. One building was pulled by a traditional hydraulic-jack system with high-strength steel strands; the other two buildings were moved by using a novel translocation device, which is capable of self-walking and turning 360 degrees, in order to change the translocation direction more efficiently. Through the vertical hydraulic jack in this new translocation device, the undesirable difference in column settlements can be automatically compensated, which loosens the requirement on the rail stiffness.]]>
机译:<![cdata [ 抽象 >,以适应南京瓷塔的新网站规划,两个两个故事和20世纪30年代内置的三层历史砌体建筑被淘汰。由于地面空间有限,三栋建筑物分为八个部分并在易位后重新连接。移动路线有多条虚线,以避免影响围绕旧树木,最大易位距离为184米。一些建筑单元按照新的网站规划旋转7度或降低4.2?m。本文介绍了易位的程序和技术细节,包括结构强化,负荷支撑,结构分离,地面处理和重新连接等。一座建筑物被带有高强度钢绞线的传统液压千斤顶系统拉动;通过使用一种新颖的易位装置移动另一个建筑物,该易位装置能够自行行走和转动360度,以便更有效地改变易位方向。通过垂直液压插孔在这个新的易位装置中,可以自动补偿柱沉降中的不期望的差异,这会松开对轨刚度的要求。 ]]>

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