石家莊省會(huì)體育中心體育場(chǎng)結(jié)構(gòu)設(shè)計(jì)
王志興1，顧燕寧1，周建鋒1，張皓2，馬敬友2，薛凱1，易水寒1，安立剛1，季海霞1
- 摘 要
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（1 中國(guó)中建設(shè)計(jì)集團(tuán)有限公司（直營(yíng)總部），北京 100037； 2 北京市建筑設(shè)計(jì)研究院有限公司，北京 100045）［摘要］針對(duì)石家莊省會(huì)體育中心體育場(chǎng)結(jié)構(gòu)方案，取三種計(jì)算模型進(jìn)行分析比較：下部混凝土結(jié)構(gòu)分縫單獨(dú)計(jì)算、上部鋼結(jié)構(gòu)罩棚單獨(dú)計(jì)算模型；下部混凝土結(jié)構(gòu)分縫與上部鋼結(jié)構(gòu)罩棚不設(shè)縫整體計(jì)算模型；下部混凝土結(jié)構(gòu)分縫與上部鋼結(jié)構(gòu)罩棚分縫分段整體計(jì)算模型。同時(shí)考慮抗震性能化設(shè)計(jì)，針對(duì)結(jié)構(gòu)構(gòu)件重要程度的不同區(qū)別對(duì)待。而且體育場(chǎng)的平面尺寸較大，由于罩棚和看臺(tái)均處于露天環(huán)境，溫度應(yīng)力需要引起足夠重視。［關(guān)鍵詞］體育場(chǎng); 抗震性能化設(shè)計(jì); 超長(zhǎng)結(jié)構(gòu); 溫度應(yīng)力中圖分類(lèi)號(hào)：TU375.2 文獻(xiàn)標(biāo)識(shí)碼：A 文章編號(hào)：1002-848X(2014)23-0015-05Structural design of Shijiazhuang Provincial Sports Center StadiumWang Zhixing1, Gu Yanning1, Zhou Jianfeng1, Zhang Hao2, Ma Jingyou2, Xue Kai1, Yi Shuihan1, An Ligang1, Ji Haixia1(1 China Construction Enginerring Design Group Corporation Limited(Head Quarter), Beijing 100037, China; 2 Beijing Institute of Architectural Design, Beijing 100045, China)Abstract: Three calculation models of structural schemes of Shijiazhuang Provincial Sports Center Stadium were analyzed and compared, including the separately calculated model of lower part concrete structure with joints and upper part steel canopy, the integrally calculated model of lower part concrete structure with joints and upper part steel canopy without joints, the integrally calculated model of lower part concrete structure with joints and steel canopy with joints. Performance-based seismic design was considered discriminately based on the importance of the structural members. In addition, the temperature stress should be paid highly attention to considering the large scale of the stadium and outdoor conditions of canopy and platform.Keywords: stadium; performance-based seismic design; super-long structure; temperature stress作者簡(jiǎn)介：王志興，高級(jí)工程師，一級(jí)注冊(cè)結(jié)構(gòu)工程師，Email:wang.zhixing@cscec.com。
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