超高层建筑施工期结构静动态变形监测

高珂; 邓德员; 朱宏平; 翁顺; 高飞

doi:10.3724/j.gyjzG23081112

超高层建筑施工期结构静动态变形监测

doi: 10.3724/j.gyjzG23081112

高珂¹,
邓德员²,
朱宏平^1,3,
翁顺^1,3, ,,
高飞^1,3

1. 华中科技大学土木与水利工程学院, 武汉 430074;
2. 中建钢构广东有限公司, 广东惠州 516259;
3. 控制结构湖北省重点实验室, 武汉 430074

基金项目:

国家重点研发计划项目(2021YFF501001)；国家自然科学基金(52308315,51838006)；中国博士后科学基金(2023M731206)；湖北省自然科学基金(2020CFA047)；华中科技大学交叉研究支持计划(2023JCYJ014)；中建钢构研发课题(CSCEC-PT-004-2022-KT-3.3)。

详细信息

作者简介:
高珂,男,博士,助理研究员,从事结构健康监测和智能传感技术研究,gaoke06@hust.edu.cn。

通讯作者:
翁顺,女,博士,教授,从事结构健康监测、损伤诊断和安全评估方法研究,wengshun@hust.edu.cn。

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出版历程
- 收稿日期: 2023-08-11
- 网络出版日期: 2024-02-27

Static and Dynamic Deformation Monitoring of Super High-Rise Buildings During the Construction Stage

GAO Ke¹,
DENG Deyuan²,
ZHU Hongping^1,3,
WENG Shun^{1,3
, ,},
GAO Fei^1,3

1. School of Civil and Hydraulic Engineering Huazhong University of Science and Technology, Wuhan 430074, China;
2. China Construction Steel Structure Guangdong Co. Ltd., Huizhou 516259, China;
3. Hubei Key Laboratory of Control Structure, Wuhan 430074, China

摘要

摘要: 针对超高层建筑施工期静动态变形实测研究不足的问题,在一座335 m的超高层建筑主体结构上搭建了施工期结构健康监测系统,进行主体结构施工期竖向变形、温度变形和动态位移的实测分析。探明了施工期主体结构的温度不均匀分布规律,分析了温度影响下的结构应变特点,结果表明：季节性温差引起的应变大于同时段内上部结构自重和混凝土收缩徐变引起的应变。阐释了主体结构施工期竖向变形与层间竖向变形差发展规律,层间不均匀竖向变形程度随高度和时间逐渐增大,同一层不同测点间的竖向变形差最大为5.3 mm。主梁轴向应力与其两端竖向构件的竖向应变差成正相关,外框-核心筒竖向变形差可能使主梁存在受拉开裂风险。提出一种基于卡尔曼滤波的结构动态位移估计方法,通过融合加速度数据与应变数据提高动态位移估计精度,能够准确估计超高层建筑在施工动荷载下的动态位移。
- 超高层建筑 /
- 结构健康监测 /
- 温度变形 /
- 竖向变形 /
- 动态位移估计
Abstract: To address the insufficient research on the measurement of static and dynamic deformations of super high- rise buildings during the construction stage, a structural health monitoring (SHM) system was installed on the main structure of a practical super high-rise building with a height of 335 m.Thus the temperature deformation, vertical deformation, and dynamic displacement of the main structure during the construction stage were measured and analyzed. The uneven distribution of temperature in the main structure during the construction stage was identified, and the strain characteristics of the structure under the influence of temperature were analyzed. The results showed that the strain caused by seasonal temperature difference was greater than the strain caused by the self-weight of the upper structure and the concrete shrinkage and creep over the same period. The developments of the vertical deformation and the inter-story uneven deformation during the construction stage were explained. The degree of uneven deformation increased with structural height and time. The maximum deformation difference among the points of the same floor was 5.3 mm. The axial stress of the girder was positive correlated with the difference in vertical strain between the two ends of the girder. The difference in vertical deformation between the outer frame and the core tube could lead to tensile cracking in the girder. A structural dynamic displacement estimation method based on Kalman filtering was proposed, which could improve could the accuracy of dynamic displacement estimation by fusing acceleration data and strain data, and could accurately estimate the dynamic displacement of super high-rise building under dynamic construction loads.
- super high-rise building /
- structural health monitoring /
- temperature deformation /
- vertical deformation /
- dynamic displacement estimation

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参考文献(18)

[1]	汪大绥, 包联进. 我国超高层建筑结构发展与展望[J]. 建筑结构, 2019, 49(19): 11-24.
[2]	SU J Z, XIA Y, WENG S. Review on field monitoring of high-rise structures [J/OL]. Structural Control and Health Monitoring, 2020, 27(12). [2023-08-31]. https: //doi.org/10.1002/stc.2629.
[3]	王晓蓓, 高振锋, 伍小平, 等. 上海中心大厦结构长期竖向变形分析[J]. 建筑结构学报, 2015, 36(6): 108-116.
[4]	GLISIC B, INAUDI D, LAU J M, et al. Ten-year monitoring of high-rise building columns using long-gauge fiber optic sensors [J/OL]. Smart Materials and Structures, 2013, 22(5). [2023-08-31]. https: //iopscience.iop.org/article/10.1088/0964-1726/22/5/055030.
[5]	S W CHOI, Y KIM, and J M KIM, et al.Field monitoring of column shortenings in a high-rise building during construction [J], Sensors 13, 111432114338(2013).
[6]	中华人民共和国住房和城乡建设部. 高层建筑混凝土结构技术规程: JGJ 3—2010[S]. 北京: 中国建筑工业出版社, 2010.
[7]	SU J Z, XIA Y, NI Y Q, et al. Field monitoring and numerical simulation of the thermal actions of a supertall structure [J/OL]. Structural Control and Health Monitoring, 2017, 24(4). [2023-08-31]. https: //doi.org/10.1002/stc.1900.
[8]	M PIRNER, and O FISCHER, Long-time observation of wind and temperature effects on TV towers [J], Journal of Wind Engineering and Industrial Aerodynamics 79, 1-219(1999).
[9]	P BREUER, T CHMIELEWSKI, and P GÓRSKI, et al.The Stuttgart TV Tower — displacement of the top caused by the effects of sun and wind [J], Engineering Structures 30, 1027712781(2008).
[10]	YU J, MENG X, YAN B, et al. Global Navigation Satellite System- based positioning technology for structural health monitoring: a review [J/OL]. Structural Control and Health Monitoring, 2019, 27(1). [2023-08-31]. https://doi.org/10.1002/stc.2467.
[11]	ZHANG L, LIU P, YAN X, et al. Middle displacement monitoring of medium-small span bridges based on laser technology [J]. Structural Control and Health Monitoring, 2020, 27(4). [2023-08-31]. https: //doi.org/10.1002/stc.2509.
[12]	L LUO, and M Q FENG, Edge‐enhanced matching for gradient‐based computer vision displacement measurement [J], Computer-Aided Civil and Infrastructure Engineering 33, 1210191040(2018).
[13]	JANG H L, HAN D H, HWANG M Y, et al. Displacement, strain and failure estimation for multi-material structure using the displacement- strain transformation matrix [J/OL]. Materials, 2020, 13(1). [2023- 08-30]. https: //doi.org/10.3390/ma13010190.
[14]	J TEZCAN, and C C MARIN-ARTIEDA, Least-Square-Support-Vector-Machine-based approach to obtain displacement from measured acceleration [J], Advances in Engineering Software 115, 357362(2018).
[15]	GAO F, ZHOU H, LIANG H, et al. Structural deformation monitoring and numerical simulation of a supertall building during construction stage [J]. Engineering Structures, 2020, 209. [2023-08-31]. https: //doi.org/10.1016/j.engstruct.2019.110033.
[16]	朱宏平, 高珂, 翁顺, 等. 超高层建筑施工期温度效应监测与分析[J]. 土木工程学报, 2020, 53(11): 1-8.
[17]	中华人民共和国住房和城乡建设部. 建筑变形测量规范: JGJ 8—2016[S]. 北京: 中国建筑工业出版社, 2016.
[18]	ZHU H P, GAO K, XIA Y, et al. Multi-rate data fusion for dynamic displacement measurement of beam-like supertall structures using acceleration and strain sensors [J]. Structural Health Monitoring, 2020, 19(2): 2520-2536.