[1]钱 刚,计康生,谢 坚,等.天长全民健身中心体育场钢结构屋盖施工过程分析[J].西安建筑科技大学学报(自然科学版),2022,54(04):617-624.[doi:10.15986/j.1006-7930.2022.04.017]
　QIAN Gang,JI Kangsheng,XIE Jian,et al.Analysis on construction process of steel structure roof of Tianchang national fitness center stadium[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2022,54(04):617-624.[doi:10.15986/j.1006-7930.2022.04.017]
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天长全民健身中心体育场钢结构屋盖施工过程分析()
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西安建筑科技大学学报（自然科学版）[ISSN:1006-7930/CN:61-1295/TU]

卷:
54
期数:
2022年04期
页码:
617-624
栏目:
出版日期:
2022-08-28

文章信息/Info

Title:
Analysis on construction process of steel structure roof of Tianchang national fitness center stadium
文章编号:
1006-7930(2022)04-0617-08
作者:
钱 刚; 计康生; 谢 坚; 王明花; 李运军; 杨世昱
(安徽中亚钢结构工程有限公司,安徽 合肥 230051)
Author(s):
QIAN Gang;  JI Kangsheng;  XIE Jian;  WANG Minghua;  LI Yunjun;  YANG Shiyu
(Anhui Zhongya Steel Structual Engineering Co.,Ltd., Hefei 230051, China)
关键词:
大跨度钢结构;  钢结构安装;  模块化施工;  钢结构合拢;  钢结构卸载
Keywords:
long span steel structure;  steel structure installation;  modular construction;  steel structure closed;  steel structure unloading
分类号:
TU758.1
DOI:
10.15986/j.1006-7930.2022.04.017
文献标志码:
A
摘要:
天长全民健身中心体育场钢屋盖造型呈钻石状,主结构由径向片桁架、外环环向立体桁架和折线形平面桁架组成,弦杆交错布置,具有传力途径复杂、安装难度大的特点.将钢屋盖施工区域按建筑平面逆时针分为1～8区,从1区和8区分别按顺时针和逆时针逐步安装,施工顺序为:1区8区→2区7区→3区6区→4区5区.利用3D3S软件对管桁架拼装胎架、管桁架吊装单元、管桁架临时支撑方案、管桁架合拢、管桁架卸载方案等关键施工要点进行了施工分析.分析结果表明:管桁架吊装吊点布置、临时支撑的位置与数量设置、支撑卸载的先后顺序对钢结构屋盖的受力具有较大影响,本项目所选的施工技术,施工过程中结构挠度较小,构件应力比处于低应力状态,施工方法安全可靠.
Abstract:
The steel structure roof of Tianchang National Fitness center Stadium is diamond-shaped. The main structure is composed of the radial plate truss, the outer annular three-dimensional truss and the folded plane truss. The chords are staggered, which has the characteristics of complex force transmission and difficult installation. The construction area of steel roof is divided into 1～8 zones counterclockwise according to the construction plane, and the installation is done clockwise and counterclockwise respectively from Area 1 and 8. The construction sequence is as follows: Zone 1, Zone 8 → Zone 2, Zone 7 → Zone 3, Zone 6 → Zone 4, zone 5. 3D3S software is used to analyze the key construction points such as tube truss assembling frame, tube truss hoisting unit, tube truss temporary support scheme, tube truss closing and tube truss unloading scheme. The analysis results show that the hoisting point arrangement of pipe truss hoisting, the location and quantity setting of temporary supports, and the sequence of supporting and unloading have great influence on the stress of steel structure roof. All the construction technologies selected in this project are safe and reliable because the structural deflection is small and the component stress ratio is in a state of low stress during construction.

参考文献/References:

[1]高颖,傅学怡,杨想兵,等.杭州奥体博览城网球中心结构设计研究综述[J].建筑结构学报,2017,38(1):1-11.
GAO Ying, FU Xueyi, YANG Xiangbing, et al. Research on structural design of the Hangzhou Olympic Tennis Center[J].Journal of Building Structures, 2020, 50(S2):168 -173.
[2]傅学怡,杨想兵,高颖,等.杭州奥体博览城网球中心钢结构移动屋盖设计关键技术[J].建筑结构学报,2017,38(1):12-20.
FU Xueyi, YANG Xiangbing, GAO Ying, et al. Key design points on movable steel structure roof of the Hangzhou Olympic Tennis Center[J].Journal of Building Structures, 2017,38(1):12-20.
[3]王雷,董全利,张月月,等.杭州奥体中心室内网球馆结构设计[J].建筑结构,2020,50(S2):168-173.
WANG Lei, DONG Quanli, ZHANG Yueyue, et al. Structural design of indoor tennis hall of Hangzhou Olympic Sports Center[J]. Building Structures, 2020, 50(S2):168-173.
[4]游桂模,谢董恩,周观根,等.杭州奥体中心亚运三馆体育游泳馆施工过程分析[J].钢结构(中英文),2020,35(10):9-14.
YOU Guimo, XIE,Dongen ZHOU Guangen, et al. Analysis of Construction Process for Gymnasium and Natatorium of Hangzhou Olympic Sports Cente[J]. Steel Construction. 2020,35(10):9-14.
[5]何伟,谢董恩,郭振华,等.杭州奥体中心综合训练馆钢结构施工关键技术[J].钢结构(中英文),2020,35(10):15-21.
HE Wei, XIE Dongen, GUO Zhenhua, et al. Key technology of steel structure construction of comprehensive training hall of Hangzhou Olympic Sports Center[J]. Steel Construction. 2020,35(10):15-21.
[6]周观根,张珈铭,刘坚,等.杭州奥体博览中心主体育场钢结构施工模拟分析[J].施工技术,2014,43(8):1-5.
ZHOU Guangen, ZHANG Jiaming, LIU Jian, et al. Construction simulation analysis on steel structure for main stadium of Hangzhou Olympic and International Expo Center[J]. Construction Technology. 2014, 43(8):1-5.
[7]周观根,游桂模,沈晓飞,等.杭州奥体网球中心开合屋盖施工关键技术[J].空间结构,2021,27(2):65-69.
ZHOU Guangen, YOU Guimo, SHEN Xiaofei, et al. Key construction technology of retractable roof structure of Hangzhou Olympic Tennis Center[J]. Spatial Structrures, 2021,27(2):65-69.
[8]周观根,万敬新,游桂模,等.杭州奥体网球中心开合屋盖施工过程分析[J].空间结构,2021,27(2):70-76.
ZHOU Guangen, WAN Jinxin, YOU Guimo, et al. Analysis of construction process of retractable roof structure of Hangzhou Olympic Tennis Center[J]. Spatial Structrures, 2021,27(2):70-76.
[9]王哲,白光波,陈彬磊,等.国家速滑馆钢结构设计[J].建筑结构,2018,48(20):5-11.
WANG Zhe, BAI Guangbo, CHEN Binlei, et al. Steel structural design of National Speed Skating Oval[J]. Building Structures, 2020, 50(S2): 168-173.
[10]奚琦. 国家速滑馆屋盖结构选型和施工方案模拟分析研究[D].北京:北京建筑大学,2020.
QI.Xi Roof structure selection and simulation analysis of construction scheme for the National Speed Skating Oval[D]. Beijing:Beijing University of Civil Engineering and Architecture, 2020.
[11]白光波,王哲,陈彬磊,等.国家速滑馆索网结构形态分析关键问题研究[J].钢结构(中英文),2020,35(7):54-61.
BAI Guangbo, WANG,Zhe CHEN Binlei, et al. Key issues in cable net form-finding of the National Speed Skating Oval[J]. Steel Construction,2020,35(7):54-61.
[12]王哲,朱忠义,王玮,等.国家速滑馆施工误差对索结构预应力偏差的影响研究[J].建筑结构,2021,51(19):111-115.
WANG Zhe, ZHU Zhongyi, WANG Wei, et al. Research on the influence of construction error for prestress deviation in cable structure of National Speed Skating Oval[J]. Building Structures,2021,51(19):111-115.
[13]闫国军,刘青云,赵启元,等.国家速滑馆比赛大厅建筑声学设计与实测分析[J].建筑科学,2022,38(4):259-264
YAN Guojun, LIU Qingyun, ZHAO Qiyuan, et al. Architectural acoustic design and measurement of the competition hall of the National Speed Skating Oval[J]. Building Science, 2022,38(4):259-264
[14]刘洁.国家速滑馆智慧场馆设计探讨[J].建筑电气,2022,41(2):3-10.
LIU Jie. Discussion on intelligent venue design of National Speed Skating Oval[J]. Building Electricity,2022, 41(2): 3-10.
[15]张英坤. 基于WSN的西安奥体中心体育场健康监测系统研究及应用[D].西安:西安建筑科技大学,2020.
ZHANG Yingkun. Research and Application of health monitoring system of Xi'an Olympic Sports Center Stadium based on WSN[D]. Xi'an:Xi'an Univ. of Arch. & Tech.,2020.
[16]隋庆海,张亚伟.西安奥体中心体育馆结构设计及若干技术介绍[J].建筑钢结构进展,2020,22(6):136-142.
SUI Qinghai, ZHAGN Yawei. Structrual design and technology introduction of the stadium of Xi'an Olympic Sports Center[J].Progress in Steel Building Structures, 2020, 22(6):136-142.

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备注/Memo

备注/Memo:
收稿日期:2022-06-13修改稿日期:2022-08-12
基金项目:国家自然科学基金(52178161); 安徽省住房城乡建设科学技术计划项目(2022-YF106); 合肥水泥研究设计院有限公司开发项目(GG02-2021)
第一作者:钱 刚(1900—),男,高级工程师,从事钢结构项目管理.E-mail:425510334@qq.com. 通信作者:谢 坚(1900—),男,硕士,工程师,从事钢结构设计与研发.E-mail:jianxie1994@163.com
更新日期/Last Update: 2022-08-28