历史建筑的维护和修复历史建筑济南修女楼的整体迁移设计和实践

夏风敏; 谭天乐; 贾留东; 张鑫; 傅传巍; 刘闵

doi:10.13204/j.gyjzG21012703

历史建筑的维护和修复历史建筑济南修女楼的整体迁移设计和实践

doi: 10.13204/j.gyjzG21012703

夏风敏^1,2,
谭天乐²,
贾留东^1,2, ,,
张鑫^1,2,
傅传巍³,
刘闵⁴

1. 山东建筑大学土木工程学院, 济南 250101;
2. 山东建大工程鉴定加固研究院, 济南 250013;
3. 中国外运大件物流有限公司, 济南 250300;
4. 山东三箭建设工程股份有限公司, 济南 250014

基金项目:

教育部创新团队发展计划项目（IRT-17R69）；土木结构防灾减灾协同创新中心开放课题（XTP201918）；泉城产业领军人才支持计划项目（00692018017）。

详细信息

作者简介:
夏风敏,女,1974年出生,硕士,副教授。

通讯作者:
贾留东,男,1963年出生,教授,Jliud@sdjzu.edu.cn。

计量
- 文章访问数: 125
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- PDF下载量: 12
- 被引次数: 0
出版历程
- 收稿日期: 2020-01-27
- 网络出版日期: 2022-01-11

DESIGN AND APPLICATION OF MONOLITHIC MOVEMENT OF THE HISTORICAL BUILDING JINAN CONVENT

XIA Fengmin^1,2,
TAN Tianle²,
JIA Liudong^{1,2
, ,},
ZHANG Xin^1,2,
FU Chuanwei³,
LIU Min⁴

1. School of Civil Engineering, Shandong Jianzhu University, Jinan 250101, China;
2. Engineering Research Institute of Appraisal and Strengthening, Shandong Jianzhu University, Jinan 250014, China;
3. Sinotrans Heavy-lift Logistics Co., Ltd., Jinan 250300, China;
4. Shandong Sanjian Construction Engineering Co., Ltd., Jinan 250014, China

摘要

摘要: 济南市修女楼为二层加阁楼的砖木结构建筑，建于1893年，为历史性建筑。2020年6月采用自行式模块运输车对其进行了迁移，是当时国内采用拖车移位的最大的砌体结构建筑物。着重对移位方案、移位前对建筑物的维修和加固、车辆布置、托换结构设计及基础和地下室设计等进行介绍。对托换结构按车辆与上部结构协同受力及分别受力计算进行了分析，得出了拖车移位的砌体结构，其车架受力可按倒梁法计算，建筑物轮廓范围内托换结构可按支承车辆的底框结构进行设计，外挑于建筑物外的托换结构需要按悬挑构件进行加强。根据地下室的逆作法施工要求，宜采用桩柱一体的设计。
- 拖车移位 /
- 顶升 /
- 托换
Abstract: The Jinan convent, built in 1983, is a historical building of two-story masonry-timber structure with a loft.It was monolithiclly moved in June 2020 by Self-Propelled Modular Trailers. and which was the largest masonry structure building moved by trailers in China at that time. The determination of the movement scheme for the project, the maintance reinforcement design before the movement, the trailers layout, the underpinning structure design, and the foundation and basement design were introduced. Analysis on the force calculation of underpinning structure was conducted according to joint or separated force of the trailers and the structure. The force on the trailer beams could be calculated according to the inverted beam method. The underpinning structure within the building outline could be designed according to the masonry structure with bottom frames of supports or trailers. The underpinning structure overhanging outside the building outline needed to be strengthened as cantilever beams. According to the requirements of the reverse construction method for underground buildings, the underground structure was designed to integrate the piles and columns.
- building movement by trailers /
- jacking /
- underpinning

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参考文献(7)

[1]	张鑫,徐向东,都爱华. 国外建筑物整体平移技术的进展[J]. 工业建筑,2002,32(7):1-3 ,6.
[2]	刘涛,张鑫,夏风敏.历史建筑平移保护与加固改造的研究[J].工程抗震与加固改造,2009,31(6):84-87.
[3]	彭勇平.自行式模块化平板小车在古建筑长距离移位工程中的应用[J].建筑施工,2018,40(7):1195-1197.
[4]	张鑫,岳庆霞,刘鑫, 等.砌体墙托换结构受力性能试验研究[C]//第四届建筑结构基础理论与创新实践学术论坛论文集.2016:190-195.
[5]	张鑫,贾留东,夏风敏, 等.框架柱托换节点受力性能试验研究[J].建筑结构学报,2011,32(11):89-96.
[6]	岳庆霞,张鑫,刘纪松, 等.框架柱托换节点界面力学性能试验研究[J].工程力学,2016,33(12):72-79.
[7]	中华人民共和国住房和城乡建设部. 建(构)筑物移位工程技术规程:JGJ 239-2011[S].北京:中国建筑工业出版社,2011.