|本期目录/Table of Contents|

[1]王 凝,曾凡奎,高宇甲,等.超高层建筑顶升模架系统的优化设计及智能建造[J].建筑科学与工程学报,2023,40(02):69-76.[doi:10.19815/j.jace.2021.08028]
 WANG Ning,ZENG Fankui,GAO Yujia,et al.Optimal design and intelligent construction of jacking formwork system for super high-rise buildings[J].Journal of Architecture and Civil Engineering,2023,40(02):69-76.[doi:10.19815/j.jace.2021.08028]
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超高层建筑顶升模架系统的优化设计及智能建造(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
40卷
期数:
2023年02期
页码:
69-76
栏目:
建筑结构
出版日期:
2023-03-30

文章信息/Info

Title:
Optimal design and intelligent construction of jacking formwork system for super high-rise buildings
文章编号:
1673-2049(2023)02-0069-08
作者:
王 凝1,曾凡奎1,高宇甲2,杜广辉2,胡兆文3,黄 华1
(1. 西安工业大学 建筑与工程学院,陕西 西安 710021; 2. 中建七局第四建筑有限公司,陕西 西安 710016; 3. 山东高速德建集团有限公司,山东 德州 253036)
Author(s):
WANG Ning1, ZENG Fankui1, GAO Yujia2, DU Guanghui2, HU Zhaowen3, HUANG Hua1
(1. Civil & Architecture Engineering, Xi'an Technological University, Xi'an 710021, Shaanxi, China; 2. The Fourth Construction Co., Ltd. of CSCEC 7th Division, Xi'an 710016, Shaanxi, China; 3. Shandong Hi-speed Dejian Group Co., Ltd, Dezhou 253036, Shandong, China)
关键词:
拓扑优化设计 智能建造 SIMP插值模型法 超高层建筑顶升模架系统 钢框架结构
Keywords:
topology optimization design intelligent construction SIMP interpolation model method jacking formwork system for super high-rise building steel frame structure
分类号:
TU974
DOI:
10.19815/j.jace.2021.08028
文献标志码:
A
摘要:
为研究超高层建筑顶升模架系统优化设计与现场智能化施工的数字化融合,提高材料使用效率和结构合理性,以西安某超高层建筑中所使用的顶模钢框架结构为对象,采用SIMP插值模型法,约束次桁架悬挑端竖向位移,以减少顶模钢框架结构钢材用量为目标进行优化,依据优化结果对顶模钢框架结构进行设计。应用智能建造与建筑工业化协同发展的研究成果,以拓扑优化设计、系统化安装、智能化施工为实施框架,通过拓扑优化设计结合智能化控制操作等工具,实现基于智能建造的优化型顶模钢框架结构; 系统梳理智能建造各阶段应用,利用施工管理平台,实现基于信息化模型的工程管控。结果表明:优化后顶模钢框架结构在满足约束条件情况下,在提升结构承载能力、刚度的同时,使钢框架自身重量减轻20%,降低了顶模钢框架结构用钢量,提升了钢材的使用效率,加强了拓扑优化设计与现场智能化施工的数字化融合,推动了智能化施工装备的施工应用。
Abstract:
In order to study the digital integration of the optimal design of the jacking formwork system of super high-rise buildings and the intelligent construction on site and improve the material utilization efficiency and structural rationality, taking the jacking formwork steel frame structure used in a super high-rise building in Xi'an as the object, the SIMP interpolation model method was used to constrain the vertical displacement of the cantilever end of the secondary truss, and the optimization was carried out to reduce the steel consumption of the jacking formwork steel frame structure. According to the optimization results, the jacking formwork steel frame structure was designed. The research results of the coordinated development of intelligent construction and building industrialization were applied, and the topology optimization design, systematic installation and intelligent construction were taken as the implementation framework. Through topology optimization design combined with intelligent control operation and other tools, the optimized jacking formwork steel frame structure based on intelligent construction was realized. The application of intelligent construction in various stages was systematically sorted out, and engineering management based on an information model was realized using a construction management platform. The results show that the optimized jacking formwork steel frame structure can reduce the weight of the steel frame by 20% while improving the bearing capacity and stiffness of the structure under the condition of meeting the constraints, reducing the steel consumption of the jacking formwork steel frame structure, improving the efficiency of steel use, strengthening the digital integration of topology optimization design and on-site intelligent construction, and promoting the construction application of intelligent construction equipment.

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备注/Memo

备注/Memo:
收稿日期:2021-08-09
基金项目:国家重点研发计划项目(2021YFF0306301)
作者简介:王 凝(1997-),女,工学硕士研究生,E-mail:wn_y1029@126.com。
通信作者:黄 华(1979-),男,工学博士,教授,博士生导师,E-mail:huanghua23247@163.com。
更新日期/Last Update: 2023-03-20