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石家莊國(guó)際展覽中心展廳結(jié)構(gòu)設(shè)計(jì)
李青翔,劉彥生,陳宇軍,劉培祥,李濱飛,劉俊,李英杰
摘 要

(清華大學(xué)建筑設(shè)計(jì)研究院有限公司, 北京 100084)

[摘要]石家莊國(guó)際展覽中心展廳采用縱向索通過受壓豎桿支撐橫向索的雙向懸索結(jié)構(gòu)體系,主承重方向?yàn)橹魉骷笆軌贺Q桿,次承重方向?yàn)樗麒旒埽p向均為平面柔性結(jié)構(gòu),兩者相互垂直布置互為面外支撐。通過施工階段模擬分析,考慮幾何非線性建立施工完成態(tài)模型,再針對(duì)其進(jìn)行靜載、風(fēng)、溫度、地震等工況及組合工況下結(jié)構(gòu)性能進(jìn)行分析;對(duì)結(jié)構(gòu)體系中關(guān)鍵受壓構(gòu)件,如自錨桿、A形柱等進(jìn)行了穩(wěn)定性分析;通過設(shè)置上下弦桿及屋面邊桁架,提高了結(jié)構(gòu)抗連續(xù)倒塌能力。

[關(guān)鍵詞]石家莊國(guó)際展覽中心; 雙向懸索結(jié)構(gòu); 施工完成態(tài); 自錨桿; 抗連續(xù)倒塌

中圖分類號(hào):TU398-7文獻(xiàn)標(biāo)識(shí)碼:A文章編號(hào):1002-848X(2020)12-0001-08

 

Structural design of exhibition hall of Shijiazhuang International Exhibition Center

LI Qingxiang, LIU Yansheng, CHEN Yujun, LIU Peixiang, LI Binfei, LIU Jun, LI Yingjie

(Architectural Design & Research Institute of Tsinghua University Co., Ltd., Beijing 100084, China)

Abstract:The exhibition hall of Shijiazhuang International Exhibition Center adopts a bidirectional cable structural system in which the longitudinal cable supports the transverse cable through the compression vertical bar. The main bearing direction is the main cable and the compression vertical bar, the secondary bearing direction is the cable truss, and the two directions are plane flexible structures. The two are arranged vertically and mutually as the out of plane support. The simulation analysis of the construction stage was conducted considering the geometric nonlinearity, and the completed state model of the construction was established, and then the static load, wind, temperature, earthquake and other working conditions and combined working conditions were analyzed. The stability analysis was carried out of the key compression components in the structural system, such as self-anchored bar, A-shaped column and so on. The resistance to progressive collapse was improved by setting up the upper and lower chord and roof side truss.

Keywords:Shijiazhuang International Exhibition Center; bidirectional cable structure; construction completion state; self-anchored bar; resistance to progressive collapse

 

作者簡(jiǎn)介:李青翔,學(xué)士,高級(jí)工程師,Email:lcmlqx@163.com。

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