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杭州蕭山國際機(jī)場三期工程陸側(cè)交通中心及上蓋結(jié)構(gòu)設(shè)計?
林 政, 楊學(xué)林, 陳 勁, 王國琴, 韓 俊, 魏陽紅, 顧石磊
摘 要

(浙江省建筑設(shè)計研究院, 杭州 310006)

摘要: 陸側(cè)交通中心是聯(lián)系杭州蕭山國際機(jī)場 T1 ~ T4 各航站樓的中轉(zhuǎn)站,是杭州蕭山國際機(jī)場三期工程的核心部分。 對陸側(cè)交通中心及上蓋結(jié)構(gòu)體系進(jìn)行了介紹,根據(jù)項目特點及規(guī)范合理選取了設(shè)計參數(shù)及抗震性能目標(biāo)。采用對比分析方法確定地下室頂板作為嵌固端,使結(jié)構(gòu)傳力體系簡單明了,并采用 YJK 軟件分析了結(jié)構(gòu)動力特性。采用實體有限元方法對菱形網(wǎng)格網(wǎng)殼鋼屋蓋及采光頂受力特性進(jìn)行了研究,同時對上部多塔超長結(jié)構(gòu)進(jìn)行了溫度作用分析,分析結(jié)果表明結(jié)構(gòu)布置、構(gòu)件設(shè)計參數(shù)及性能目標(biāo)經(jīng)濟(jì)合理。 另外,彈塑性時程分析結(jié)果表明在罕遇地震作用下結(jié)構(gòu)抗震性能良好。

關(guān)鍵詞: 杭州蕭山國際機(jī)場; 多塔超長結(jié)構(gòu); 嵌固端; 溫度應(yīng)力; 彈塑性時程分析; 菱形網(wǎng)格

中圖分類號:TU375. 4 文獻(xiàn)標(biāo)志碼:A 文章編號:1002-848X(2022)15-0115-08

DOI:10. 19701 / j. jzjg. ZIAD2202

Structural design of landside traffic center and upper cover of Ⅲ project ofHangzhou Xiaoshan International Airport

LIN Zheng, YANG Xuelin, CHEN Jin, WANG Guoqin, HAN Jun, WEI Yanghong, GU Shilei

( Zhejiang Province Institute of Architectural Design and Research, Hangzhou 310006, China)

Abstract:Landside traffic center is a transfer station connecting T1 ~ T4 terminals of Hangzhou Xiaoshan InternationalAirport and the core part of phase Ⅲ project of Hangzhou Xiaoshan International Airport. The landside traffic center andthe upper cover structure system were introduced, and the design parameters and seismic performance targets according tothe project characteristics and specifications were reasonably selected. The basement roof was determined as the embeddedend by the comparative analysis method, which makes the structure force transfer system simple and clear. The dynamiccharacteristics of the structure were analyzed by YJK software. The stress characteristics of diamond grid shell steel roof anddaylighting roof were studied by using the solid finite element method, and the temperature effect of the upper multi towersuper-long structure was analyzed. The analysis results show that the structural layout, member design parameters andperformance targets are economical and reasonable. In addition, the elastoplastic time history analysis results show that theseismic performance of the structure is good under the rare earthquake.

Keywords:Hangzhou Xiaoshan International Airport; multi tower super-long structure; embedded end; temperature stress;eastoplastic time history analysis; diamond grid

∗浙江省建筑設(shè)計研究院科研項目(2021K28) 。

第一作者:林政,博士,正高級工程師,一級注冊結(jié)構(gòu)工程師,主要從事高層建筑結(jié)構(gòu)、大跨空間結(jié)構(gòu)的研究與設(shè)計工作,Email:linzheng@ ziad. cn。

[引用本文] 林政,楊學(xué)林,陳勁,等. 杭州蕭山國際機(jī)場三期工程陸側(cè)交通中心及上蓋結(jié)構(gòu)設(shè)計[ J] . 建筑結(jié)構(gòu),2022,52(15) :115-122. LIN Zheng,YANG Xuelin,CHEN Jin,et al. Structural design of landside traffic center and uppercover of Ⅲ project of Hangzhou Xiaoshan International Airport[ J] . Building Structure,2022,52(15) :115-122.

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