Luoyang Peony Pavilion viewing platform jacking, rectification and reinforcement project
Engineering Service
Existing Building Jacking, Translation and Underpinning Services
既有建筑顶升、平移与托换服务
Specialized technical services for existing buildings, protected structures, historic-block building groups and complex urban renewal projects, covering jacking, translation, underpinning, rectification, reinforcement, foundation conversion and structural protection.
面向既有建筑、保护建筑、历史街区建筑群及复杂城市更新项目，提供建筑顶升、平移、托换、纠偏、加固、基础转换和结构保护等专业技术服务。
Supplied by Shanghai Zhitongxing Urban Renewal Construction Co., Ltd.
Overview
Service overview
This service is designed for existing buildings, protected buildings, building groups in historic districts and complex urban renewal projects. It provides specialized technical services including building jacking, translation, underpinning, rectification, reinforcement, foundation conversion and structural protection. It is applicable to building relocation, in-situ underpinning, elevation adjustment, settlement rectification, coordination with underground-space development, and engineering scenarios where existing buildings need to be retained and reused during urban renewal.
The service can be integrated with engineering design, temporary support systems, PLC synchronous hydraulic jacking, displacement control, load transfer and construction monitoring, helping maintain structural safety and controllable construction during jacking, translation, underpinning and lowering operations.
该服务面向既有建筑、保护建筑、历史街区建筑群及复杂城市更新项目，提供建筑顶升、平移、托换、纠偏、加固、基础转换和结构保护等专业技术服务。适用于建筑整体移位、原位托换、标高调整、沉降纠偏、地下空间开发配合，以及城市更新过程中需要保留和再利用既有建筑的工程场景。
服务内容可结合工程设计、临时支撑体系、PLC同步液压顶升、位移控制、荷载转换和施工监测，确保建筑在顶升、平移、托换和回落过程中的结构安全与施工可控。
Scope
Service scope
Key components that may be provided for relevant engineering scenarios.
- Engineering design, temporary support systems, PLC synchronous hydraulic jacking, displacement control, load transfer and construction monitoring can be coordinated to control structural safety and construction risk during jacking, translation, underpinning and lowering operations
- 工程设计、临时支撑体系、PLC同步液压顶升、位移控制、荷载转换与施工监测可协同实施，重点控制顶升、平移、托换和回落过程中的结构安全与施工风险
Scenarios
Applicable project scenarios
Typical project conditions where this offering may be relevant.
- Building relocation
- in-situ underpinning
- elevation adjustment
- settlement rectification
- coordination with underground-space development
- retention and reuse of existing buildings in urban renewal projects
- 建筑整体移位
- 原位托换
- 标高调整
- 沉降纠偏
- 地下空间开发配合
- 城市更新中既有建筑的保留与再利用
Offering Details
Technical Details & Applications
Representative Project References
Company Projects
- Xiamen Chi Wangye Temple (Hongji Hall) Jacking and Restoration Project
Due to low-lying site conditions, Hongji Hall was jacked and restored. The building has a total area of approximately 192.81 m² and adopts an inserted-beam timber structure. PLC synchronous overall jacking was used to lift the building by 1.05 m to its current elevation.
- Luoyang Peony Pavilion Viewing Platform Jacking, Rectification and Reinforcement Project
The project has a building area of 1,557.83 m². Foundation sliding caused structural columns to tilt and led to uneven settlement of the upper platform. Local foundation reinforcement, local column reinforcement and local jacking were adopted to restore the structure to its original state.
Previous Representative Projects of the Core Team
- Xiamen Houxi Station Translation and Rotation Project
The project was certified by Guinness World Records. The building was translated and rotated by 90°, with a translated building area of 21,764 m², a total weight of approximately 32,000 tonnes and a maximum translation distance of approximately 340 m.
- Jade Buddha Temple Mahavira Hall Jacking and Translation Project
The project involved a national key Buddhist temple and a municipal-level heritage building. Overall jacking, translation and reinforcement technologies were adopted. The building was translated by 30.66 m and lifted by 0.88 m.
- Zhonghai Hengchang Jiuli Heritage Building Jacking and Underpinning Project
The project used in-situ foundation underpinning to develop underground space, involving 8 buildings with a total area of approximately 7,528.7 m², a total lifting load of approximately 13,800 tonnes, a lifting height of 1.68 m and a lowering height of 0.8 m.
- Zhangyuan Urban Renewal Underground-Space Development Project
This project involved the largest group-type Shikumen building restoration-by-return project in China. It included district-level heritage buildings, 4 building groups and a total area of 10,010 m². Under highly constrained space conditions, the buildings were first translated and rotated to an intermediate position, and then moved back to their original location after underground-space development.
- Fenghua Meiyuan Translation Project
The project involved a historically protected building with a brick-timber structure and relatively weak structural integrity. The building area was approximately 1,831 m². The building was translated 115.2 m eastward and 61 m northward to its current location.
- Hopson Binjiang 129 Translation Project
The project involved a retained historic building. The building was translated eastward by a cumulative distance of 139 m, remained at an intermediate location for two years, and was finally translated by 37 m to its current location.
技术说明与应用案例
代表项目参考
公司案例
- 厦门池王爷庙（宏济殿）顶升修缮项目
因地势低洼对宏济殿进行顶升修缮改造，建筑总面积约 192.81㎡，结构形式为插梁式木结构，采用 PLC 同步整体顶升 1.05m 至现高度。
- 洛阳牡丹阁观景平台顶升纠偏加固项目
项目建筑总面积 1557.83㎡，因基础滑移造成结构柱倾斜，并导致上部平台不均匀沉降。项目采用局部基础加固、局部柱加固和局部顶升方式，使结构恢复至原始状态。
核心团队既往代表案例
- 厦门后溪车站平移旋转工程
项目获得吉尼斯世界纪录认证，建筑整体平移旋转 90°，平移建筑面积达 21764㎡，总重量约 32000 吨，最远平移距离约 340m。
- 玉佛寺大雄宝殿顶升平移工程
项目为全国重点寺院、市级文物建筑，采用整体顶升平移及加固改造技术，建筑整体平移 30.66m，抬升 0.88m。
- 中海恒昌玖里文保顶托工程
项目采用原位基础托换方式开发地下空间，涉及 8 栋建筑，总面积约 7528.7㎡，提升总吨位约 13800 吨，提升高度 1.68m，降落 0.8m。
- 张园城市更新地下空间开发项目
国内体量最大的组团式石库门建筑群归位工程，区级文保建筑，共 4 个组团，总面积 10010㎡。在空间狭小条件下，建筑群先平移旋转至中间位置，地下空间开发后再移回原位。
- 奉化梅园平移工程
项目为历史保护建筑，砖木结构，整体性较差，建筑面积约 1831㎡，整体向东平移 115.2m，向北平移 61m 至现址。
- 合生滨江 129 平移工程
项目为保留历史建筑，建筑累计向东平移 139m，中间停放两年，最终平移 37m 至现址。
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