异形 GRC 幕墙结构卡槽式连接施工技术及有限元分析

作者：蒋雪城,张玉建,张金鹏,张玉良,刘本奎,郑洪

作者简介：

蒋雪城,工程师,E⁃mail:wancanglan@ 163. com

作者单位：

中国建筑第八工程局有限公司,上海 200120

基金项目：

∗中国建筑第八工程局有限公司课题:临山跨河江南特色会议会展建筑建造关键技术研究(2021⁃2⁃16)

摘要：

针对宁波国际会议中心室外廊桥外侧幕墙特殊需求,提出了复杂异形 GRC 幕墙施工技术. 通过全装配式施工工艺、BIM 模型深化技术、外伸牛腿+U 形槽的连接形式、优化幕墙组件安装顺序等,确保了 GRC 幕墙高效、可靠安装. 同时,为解决传统异形 GRC 幕墙结构设计及施工方案中存在的现场装配率低、施工工序繁琐、施工效率低及施工质量不易控制等问题,提出一种新型异形 GRC 幕墙结构卡槽式连接设计. 该连接形式包括幕墙板背附骨架结构和外伸钢牛腿+U 形槽连接节点,具有构造简单、可实现全装配式安装等优点. 通过有限元分析可知,提出的卡槽式 GRC 幕墙节点具有足够连接强度.

关键词：安装;幕墙;装配式;卡槽式连接;背附骨架;有限元分析;施工技术

English：

In view of the special requirement of the outdoor gallery bridge outer curtain wall for NingboInternational Conference Center, the construction technology of complex special⁃shaped GRC curtain wallis put forward. The efficient and reliable installation of GRC curtain wall is ensured by adopting fullyprefabricated construction technology, BIM model deepening technology, overhanging bracket + U⁃shaped groove connection form, and optimization of installation sequence of curtain wall components. Atthe same time, in order to solve the problems of low on⁃site assembly rate, tedious construction process,low construction efficiency and difficult control of construction quality in the design and constructionscheme of traditional special⁃shaped GRC curtain wall structure, a new type sloted connection of special⁃shaped GRC curtain wall structure is proposed. The connection form includes the curtain wall platecarrying skeleton structure and the extended steel corbel + U⁃shaped groove connection joint, which hasthe advantages of simple structure and full prefabricated installation and construction. The finite elementanalysis results show that the proposed slotted GRC curtain wall joint has sufficient connection strength.

[1]	白正仙,刘育民,陈鸣飞,等. 高层建筑幕墙节点力学性能比较分析[J]. 钢结构, 2012,27(9):16⁃19.BAI Z X, LIU Y M, CHEN M F, et al. Comparative analysis ofmechanical property of high⁃rise building curtain wall joint[ J].Steel construction, 2012,27(9):16⁃19.
[2]	唐瑜, 宫献伟, 张如意, 等. 塞尔维亚中国文化中心 UHPC双层幕墙设计施工技术研究[J]. 建筑结构, 2022, 52( S1):2974⁃2979.TANG Y, GONG X W, ZHANG R Y, et al. Research on designand cons truction technology of UHPC double⁃layer curtain wallin Serbia China Cultural Center Building[J]. Building structure,2022, 52(S1):2974⁃2979.
[3]	郭彦林, 窦超, 刘学武, 等. 中央电视台新主楼菱形幕墙单元变形性能研究[J]. 施工技术, 2006(12):99⁃102.GUO Y L, DOU C, LIU X W, et al. Study on the deformationperformance of diamond curtain wall unit in CCTV new mainbuilding[J]. Construction technology,2006(12):99⁃102.
[4]	贾宝莹,李云,李岩宾. BIM 技术在某超高层建筑中的应用 [J]. 施工技术(中英文), 2023, 52(5): 65⁃67,135.JIA B Y,LI Y,LI Y B. Application of BIM technology in a superhigh⁃rise building [ J]. Construction technology, 2023,52 ( 5):65⁃67,135.
[5]	岑锦秀, 唐相文, 熊宇坤, 等. 大型 GRC 幕墙板单元窗式整体安装施工技术[J]. 施工技术, 2018, 47(22): 89⁃91.CEN J X, TANG X W, XIONG Y K, et al. Constructiontechnology of large GRC curtain wall panel [ J]. Constructiontechnology, 2018, 47(22): 89⁃91.
[6]	刘加华. 预制装配式大面积非线性 GRC 幕墙及屋面板安装技术[J]. 施工技术, 2017, 46(3): 26⁃29.LIU J H. Installation technology of precast large size nonlinearGRC curtain wall and roof board[ J]. Construction technology,2017, 46(3): 26⁃29.
[7]	韦林, 蒋伟. 风荷载作用下点式玻璃幕墙的受力分析[ J].建筑施工, 2006(5):401⁃403.WEI L, JIANG W. Mechanical analysis of wind load effect onpoint⁃typed glass⁃curtain wall [ J ]. Building construction,2006(5):401⁃403.
[8]	袁瑞青. 外立面悬挂装饰清水砖幕墙施工技术[ J]. 施工技术, 2017, 46(15): 54⁃56.YUAN R Q. Construction of facade hanging decorative fair⁃facedbrick curtain wall[J]. Construction technology, 2017, 46(15):54⁃56.
[9]	乔羽, 韩汝军, 聂志峰, 等. 半刚性连接幕墙龙骨框架的力学性能分析[J]. 钢结构, 2018, 33(1):69⁃72.QIAO Y, HAN R J, NIE Z F, et al. Analysis of mechanicalproperties of semi⁃rigidly connected curtain wall keel frame[ J].Steel construction, 2018, 33(1):69⁃72.
[10]	张建军, 宋海罡, 张晓东, 等. 背栓式石材幕墙支承点处受力的有限元分析[J]. 施工技术, 2007, 36(S2):328⁃330.ZHANG J J, SONG H G, ZHANG X D, et al. Finite elementanalysis on back⁃bolt stone curtain wall stresses of point⁃supporting[J]. Construction technology,2007,36(S2):328⁃330.
[11]	梁锐. 某高层建筑蜂窝铝板幕墙安装技术及有限元分析[J]. 钢结构, 2017, 32(9):106⁃109.LIANG R. Installation technique and finite element analysis ofcellular aluminum curtain wall for a high⁃rise building[J]. Steelconstruction, 2017, 32(9):106⁃109.
[12]	邓博. 不规则异形铜板幕墙施工技术[ J]. 施工技术, 2020,49(14): 31⁃33.DENG B. Construction technology of irregular shaped copperplate curtain wall[J]. Construction technology, 2020, 49(14):31⁃33.
[13]	唐安, 廖勇. 蝴蝶形建筑空间异形幕墙施工技术[ J]. 建筑施工, 2021, 43(3): 396⁃399.TANG A, LIAO Y. Construction technology of special shapedcurtain wall in butterfly shaped building space [ J]. Buildingconstruction, 2021, 43(3): 396⁃399.
[14]	王晋, 龙叶天, 尹凌川, 等. 大型体育馆幕墙系统安装技术[J]. 施工技术, 2021, 50(6): 58⁃60.WANG J, LONG Y T, YIN L C, et al. Installation technology ofcurtain wall system of large statium[J]. Construction technology,2021, 50(6): 58⁃60.
[15]	彭斌. 大型展览场馆主体结构与玻璃幕墙相互作用的仿真分析[J]. 钢结构, 2008, 23(11):5⁃9,12.PENG B. Simulation analysis for the interactions between mainstructure and glass curtain wall of large⁃scale exhibitionbuildings[J]. Steel construction, 2008, 23(11):5⁃9,12.
[16]	马臣杰, 钟玉柏, 许璇. 幕墙预埋件承载力非线性有限元分析[J]. 建筑结构, 2011, 41(2):94⁃96,88.MA C J, ZHONG Y B, XU X. Nonlinear finite element analysisof bearing capacity of embedded part in curtain wall [ J ].Building Structure, 2011, 41(2):94⁃96,88.

应用研究 > 2025年 第卷 第02期